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Detections Summary for 292698
Results for any subcontracted analyses are not included in this summary.
Client : SLR International
Project : 102.01422.00001
Location : Jean Sweeney
Client Sample ID : JS-BS-B11 Laboratory Sample ID : 292698-001 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 26 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 18 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 65 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 67 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 170 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 160 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-B13 Laboratory Sample ID : 292698-002 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 22 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 13 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 51 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 51 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 140 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 120 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-B15 Laboratory Sample ID : 292698-003 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 19 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 12 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 49 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 47 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 130 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 110 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Y = Sample exhibits chromatographic pattern which does not resemble standard
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Total Extractable Hydrocarbons
Lab #: 292698 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/14/17 Units: mg/Kg Received: 09/14/17 Basis: as received Prepared: 09/22/17 Diln Fac: 1.000 Analyzed: 09/23/17 Batch#: 251931
Field ID: JS-BS-B11 Lab ID: 292698-001 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL
Diesel C10-C24 26 Y 1.0 Diesel C10-C24 (SGCU) 18 Y 1.0 Motor Oil C24-C36 65 5.0 Motor Oil C24-C36 (SGCU) 67 5.0 Bunker C C12-C40 170 5.0 Bunker C C12-C40 (SGCU) 160 5.0 Surrogate %REC Limits
o-Terphenyl 92 55-133
o-Terphenyl (SGCU) 82 55-133
Field ID: JS-BS-B13 Lab ID: 292698-002 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL
Diesel C10-C24 22 Y 1.0 Diesel C10-C24 (SGCU) 13 Y 1.0 Motor Oil C24-C36 51 5.0 Motor Oil C24-C36 (SGCU) 51 5.0 Bunker C C12-C40 140 5.0 Bunker C C12-C40 (SGCU) 120 5.0 Surrogate %REC Limits
o-Terphenyl 102 55-133
o-Terphenyl (SGCU) 91 55-133
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
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Total Extractable Hydrocarbons
Lab #: 292698 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/14/17 Units: mg/Kg Received: 09/14/17 Basis: as received Prepared: 09/22/17 Diln Fac: 1.000 Analyzed: 09/23/17 Batch#: 251931
Field ID: JS-BS-B15 Lab ID: 292698-003 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL
Diesel C10-C24 19 Y 1.0 Diesel C10-C24 (SGCU) 12 Y 1.0 Motor Oil C24-C36 49 5.0 Motor Oil C24-C36 (SGCU) 47 5.0 Bunker C C12-C40 130 5.0 Bunker C C12-C40 (SGCU) 110 5.0 Surrogate %REC Limits
o-Terphenyl 103 55-133
o-Terphenyl (SGCU) 85 55-133
Type: BLANK Cleanup Method: EPA 3630C Lab ID: QC902001
Analyte Result RL
Diesel C10-C24 (SGCU) ND 1.0 Motor Oil C24-C36 (SGCU) ND 5.0 Bunker C C12-C40 ND 5.0 Bunker C C12-C40 (SGCU) ND 5.0 Surrogate %REC Limits
o-Terphenyl (SGCU) 99 55-133
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
9 of 20
Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292698 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Type: LCS Diln Fac: 1.000 Lab ID: QC902002 Batch#: 251931 Matrix: Soil Prepared: 09/22/17 Units: mg/Kg Analyzed: 09/23/17 Cleanup Method: EPA 3630C
Analyte Spiked Result %REC Limits Diesel C10-C24 50.00 53.14 106 51-137 Diesel C10-C24 (SGCU) 50.00 41.82 84 51-137 Surrogate %REC Limits
o-Terphenyl 116 55-133
o-Terphenyl (SGCU) 96 55-133
SGCU= Silica gel cleanup
10 of 20
Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292698 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Field ID: ZZZZZZZZZZ Batch#: 251931 MSS Lab ID: 292695-001 Sampled: 09/21/17 Matrix: Soil Received: 09/21/17 Units: mg/Kg Prepared: 09/22/17 Basis: as received Analyzed: 09/23/17 Diln Fac: 2.000
Type: MS Lab ID: QC902003 Analyte MSS Result Spiked Result %REC Limits Diesel C10-C24 21.11 49.73 69.87 98 36-143 Surrogate %REC Limits
o-Terphenyl 109 55-133
Type: MSD Lab ID: QC902004 Analyte Spiked Result %REC Limits RPD Lim Diesel C10-C24 50.03 67.98 94 36-143 3 55 Surrogate %REC Limits
o-Terphenyl 105 55-133
RPD= Relative Percent Difference
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Laboratory Job Number 292701
ANALYTICAL REPORT
SLR International Project : 102.01422.00001 110 11th Street Location : Jean Sweeney Oakland, CA 94607 Level : II
Sample ID
Lab ID
JS-BS-L1201 292701-001
JS-BS-L10201 292701-002
JS-SW-D03 292701-003
JS-SW-D04 292701-004
JS-SW-B107 292701-005
JS-BS-A109 292701-006
JS-BS-A110 292701-007
JS-BS-A1010 292701-008
JS-BS-B109 292701-009
This data package has been reviewed for technical correctness and completeness.
Release of this data has been authorized by the Laboratory Manager or the Manager's designee, as verified by the following signature. The results contained in this report meet all requirements of NELAP and pertain only to those samples which were submitted for analysis. This report may be reproduced only in its entirety.
Signature:
Date: 09/25/2017
Patrick McCarthy
Project Manager
[email protected]
(510) 204-2236
CA ELAP# 2896, NELAP# 4044-001
1 of 28
CASE NARRATIVE
Laboratory number: 292701
Client: SLR International
Project: 102.01422.00001
Location: Jean Sweeney
Request Date: 09/21/17
Samples Received: 09/21/17
This data package contains sample and QC results for seven soil samples, requested for the above referenced project on 09/21/17. The samples were received cold and intact.
TPH-Extractables by GC (EPA 8015B):
JS-SW-B107 (lab # 292701-005), JS-BS-A109 (lab # 292701-006), and JS-BS-B109 (lab # 292701-009) were diluted due to the dark and viscous nature of the sample extracts. No other analytical problems were encountered.
Metals (EPA 6010B):
No analytical problems were encountered.
8.0 2 of 28
3 of 28
4 of 28
Detections Summary for 292701
Results for any subcontracted analyses are not included in this summary.
Client : SLR International
Project : 102.01422.00001
Location : Jean Sweeney
Client Sample ID : JS-BS-L1201 Laboratory Sample ID : 292701-001 Analyte Result Flags RL Units Basis IDF Method Prep Method Lead 21 0.99 mg/Kg As Recd 1.000 EPA 6010B EPA 3050B Client Sample ID : JS-SW-D03 Laboratory Sample ID : 292701-003 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 19 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 11 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 50 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 50 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 130 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 120 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-D04 Laboratory Sample ID : 292701-004 Analyte Result Flags RL Units Basis IDF Method Prep Method Bunker C C12-C40 7.7 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 5.8 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-B107 Laboratory Sample ID : 292701-005 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 43 Y 3.0 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Diesel C10-C24 35 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 110 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Motor Oil C24-C36 130 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 290 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Bunker C C12-C40 310 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-A109 Laboratory Sample ID : 292701-006 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 43 Y 3.0 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Diesel C10-C24 33 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 86 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Motor Oil C24-C36 88 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 250 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Bunker C C12-C40 240 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C
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Client Sample ID : JS-BS-A110 Laboratory Sample ID : 292701-007 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 26 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 12 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 64 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 56 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 170 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 130 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-B109 Laboratory Sample ID : 292701-009 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 5.2 Y 3.0 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Diesel C10-C24 6.3 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 28 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Motor Oil C24-C36 33 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 66 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Bunker C C12-C40 74 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Y = Sample exhibits chromatographic pattern which does not resemble standard
6 of 28
Total Extractable Hydrocarbons
Lab #: 292701 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/21/17 Units: mg/Kg Received: 09/21/17 Basis: as received Prepared: 09/22/17 Batch#: 251931
Field ID: JS-SW-D03 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292701-003
Analyte Result RL Analyzed Diesel C10-C24 19 Y 1.0 09/24/17 Diesel C10-C24 (SGCU) 11 Y 1.0 09/23/17 Motor Oil C24-C36 50 5.0 09/24/17 Motor Oil C24-C36 (SGCU) 50 5.0 09/23/17 Bunker C C12-C40 130 5.0 09/24/17 Bunker C C12-C40 (SGCU) 120 5.0 09/23/17 Surrogate %REC Limits Analyzed
o-Terphenyl 92 55-133 09/24/17
o-Terphenyl (SGCU) 78 55-133 09/23/17
Field ID: JS-SW-D04 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292701-004
Analyte Result RL Analyzed Diesel C10-C24 ND 1.0 09/24/17 Diesel C10-C24 (SGCU) ND 1.0 09/23/17 Motor Oil C24-C36 ND 5.0 09/24/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/23/17 Bunker C C12-C40 7.7 5.0 09/24/17 Bunker C C12-C40 (SGCU) 5.8 5.0 09/23/17 Surrogate %REC Limits Analyzed
o-Terphenyl 106 55-133 09/24/17
o-Terphenyl (SGCU) 93 55-133 09/23/17
Field ID: JS-SW-B107 Lab ID: 292701-005 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Diln Fac Analyzed Diesel C10-C24 43 Y 3.0 3.000 09/24/17 Diesel C10-C24 (SGCU) 35 Y 1.0 1.000 09/23/17 Motor Oil C24-C36 110 15 3.000 09/24/17 Motor Oil C24-C36 (SGCU) 130 5.0 1.000 09/23/17 Bunker C C12-C40 290 15 3.000 09/24/17 Bunker C C12-C40 (SGCU) 310 5.0 1.000 09/23/17 Surrogate %REC Limits Diln Fac Analyzed o-Terphenyl 78 55-133 3.000 09/24/17 o-Terphenyl (SGCU) 75 55-133 1.000 09/23/17 Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
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Total Extractable Hydrocarbons
Lab #: 292701 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/21/17 Units: mg/Kg Received: 09/21/17 Basis: as received Prepared: 09/22/17 Batch#: 251931
Field ID: JS-BS-A109 Lab ID: 292701-006 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Diln Fac Analyzed Diesel C10-C24 43 Y 3.0 3.000 09/24/17 Diesel C10-C24 (SGCU) 33 Y 1.0 1.000 09/23/17 Motor Oil C24-C36 86 15 3.000 09/24/17 Motor Oil C24-C36 (SGCU) 88 5.0 1.000 09/23/17 Bunker C C12-C40 250 15 3.000 09/24/17 Bunker C C12-C40 (SGCU) 240 5.0 1.000 09/23/17 Surrogate %REC Limits Diln Fac Analyzed o-Terphenyl 88 55-133 3.000 09/24/17 o-Terphenyl (SGCU) 72 55-133 1.000 09/23/17 Field ID: JS-BS-A110 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292701-007
Analyte Result RL Analyzed Diesel C10-C24 26 Y 1.0 09/24/17 Diesel C10-C24 (SGCU) 12 Y 1.0 09/23/17 Motor Oil C24-C36 64 5.0 09/24/17 Motor Oil C24-C36 (SGCU) 56 5.0 09/23/17 Bunker C C12-C40 170 5.0 09/24/17 Bunker C C12-C40 (SGCU) 130 5.0 09/23/17 Surrogate %REC Limits Analyzed
o-Terphenyl 84 55-133 09/24/17
o-Terphenyl (SGCU) 67 55-133 09/23/17
Field ID: JS-BS-B109 Lab ID: 292701-009 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Diln Fac Analyzed Diesel C10-C24 5.2 Y 3.0 3.000 09/24/17 Diesel C10-C24 (SGCU) 6.3 Y 1.0 1.000 09/23/17 Motor Oil C24-C36 28 15 3.000 09/24/17 Motor Oil C24-C36 (SGCU) 33 5.0 1.000 09/23/17 Bunker C C12-C40 66 15 3.000 09/24/17 Bunker C C12-C40 (SGCU) 74 5.0 1.000 09/23/17 Surrogate %REC Limits Diln Fac Analyzed o-Terphenyl 83 55-133 3.000 09/24/17 o-Terphenyl (SGCU) 74 55-133 1.000 09/23/17 Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
8 of 28
Total Extractable Hydrocarbons
Lab #: 292701 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/21/17 Units: mg/Kg Received: 09/21/17 Basis: as received Prepared: 09/22/17 Batch#: 251931
Type: BLANK Analyzed: 09/23/17 Lab ID: QC902001 Cleanup Method: EPA 3630C Diln Fac: 1.000
Analyte Result RL
Diesel C10-C24 (SGCU) ND 1.0 Motor Oil C24-C36 (SGCU) ND 5.0 Bunker C C12-C40 ND 5.0 Bunker C C12-C40 (SGCU) ND 5.0 Surrogate %REC Limits
o-Terphenyl (SGCU) 99 55-133
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
9 of 28
Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292701 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Type: LCS Diln Fac: 1.000 Lab ID: QC902002 Batch#: 251931 Matrix: Soil Prepared: 09/22/17 Units: mg/Kg Analyzed: 09/23/17 Cleanup Method: EPA 3630C
Analyte Spiked Result %REC Limits Diesel C10-C24 50.00 53.14 106 51-137 Diesel C10-C24 (SGCU) 50.00 41.82 84 51-137 Surrogate %REC Limits
o-Terphenyl 116 55-133
o-Terphenyl (SGCU) 96 55-133
SGCU= Silica gel cleanup
10 of 28
Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292701 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Field ID: ZZZZZZZZZZ Batch#: 251931 MSS Lab ID: 292695-001 Sampled: 09/21/17 Matrix: Soil Received: 09/21/17 Units: mg/Kg Prepared: 09/22/17 Basis: as received Analyzed: 09/23/17 Diln Fac: 2.000
Type: MS Lab ID: QC902003 Analyte MSS Result Spiked Result %REC Limits Diesel C10-C24 21.11 49.73 69.87 98 36-143 Surrogate %REC Limits
o-Terphenyl 109 55-133
Type: MSD Lab ID: QC902004 Analyte Spiked Result %REC Limits RPD Lim Diesel C10-C24 50.03 67.98 94 36-143 3 55 Surrogate %REC Limits
o-Terphenyl 105 55-133
RPD= Relative Percent Difference
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Lead
Lab #: 292701 Location: Jean Sweeney Client: SLR International Prep: EPA 3050B Project#: 102.01422.00001 Analysis: EPA 6010B Analyte: Lead Diln Fac: 1.000 Field ID: JS-BS-L1201 Batch#: 251932 Matrix: Soil Sampled: 09/21/17 Units: mg/Kg Received: 09/21/17 Basis: as received Prepared: 09/22/17 Type Lab ID Result RL Analyzed SAMPLE 292701-001 21 0.99 09/25/17 BLANK QC902005 ND 1.0 09/23/17 ND= Not Detected
RL= Reporting Limit
27 of 28
Batch QC Report
Lead
Lab #: 292701 Location: Jean Sweeney Client: SLR International Prep: EPA 3050B Project#: 102.01422.00001 Analysis: EPA 6010B Analyte: Lead Diln Fac: 1.000 Field ID: ZZZZZZZZZZ Batch#: 251932 MSS Lab ID: 292680-001 Sampled: 09/20/17 Matrix: Soil Received: 09/21/17 Units: mg/Kg Prepared: 09/22/17 Basis: as received Analyzed: 09/23/17 Type Lab ID MSS Result Spiked Result %REC Limits RPD Lim BS QC902006 50.51 51.99 103 80-120 BSD QC902007 51.55 52.54 102 80-120 1 20 MS QC902008 0.7657 52.63 44.74 84 53-128 MSD QC902009 53.76 47.09 86 53-128 3 48 RPD= Relative Percent Difference
28 of 28
Laboratory Job Number 292734
ANALYTICAL REPORT
SLR International Project : 102.01422.00001 110 11th Street Location : Jean Sweeny Oakland, CA 94607 Level : II
Sample ID
Lab ID
JS-BS-C01 292734-001
JS-BS-C02 292734-002
JS-SW-C01 292734-003
JS-SW-C02 292734-004
JS-SW-C03 292734-005
JS-SW-C04 292734-006
JS-SU-B01 292734-007
JS-SU-B02 292734-008
This data package has been reviewed for technical correctness and completeness.
Release of this data has been authorized by the Laboratory Manager or the Manager's designee, as verified by the following signature. The results contained in this report meet all requirements of NELAP and pertain only to those samples which were submitted for analysis. This report may be reproduced only in its entirety.
Signature:
Date: 09/26/2017
Patrick McCarthy
Project Manager
[email protected]
(510) 204-2236
CA ELAP# 2896, NELAP# 4044-001
1 of 26
CASE NARRATIVE
Laboratory number: 292734
Client: SLR International
Project: 102.01422.00001
Location: Jean Sweeny
Request Date: 09/22/17
Samples Received: 09/22/17
This data package contains sample and QC results for eight soil samples, requested for the above referenced project on 09/22/17. The samples were received cold and intact.
TPH-Extractables by GC (EPA 8015B):
Matrix spikes QC902184,QC902185 (batch 251980) were not reported because the parent sample required a dilution that would have diluted out the spikes.
JS-SW-C01 (lab # 292734-003) was diluted due to the dark and viscous nature of the sample extract. No other analytical problems were encountered.
5.0 2 of 26
3 of 26
4 of 26
Detections Summary for 292734
Results for any subcontracted analyses are not included in this summary.
Client : SLR International
Project : 102.01422.00001
Location : Jean Sweeny
Client Sample ID : JS-BS-C01 Laboratory Sample ID : 292734-001 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 12 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 9.5 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 21 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 27 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 60 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 71 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-C02 Laboratory Sample ID : 292734-002 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 16 Y 0.99 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 11 Y 0.99 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 29 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 31 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 84 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 82 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C01 Laboratory Sample ID : 292734-003 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 67 Y 3.0 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Diesel C10-C24 63 Y 5.0 mg/Kg As Recd 5.000 EPA 8015B EPA 3550C Motor Oil C24-C36 320 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Motor Oil C24-C36 380 25 mg/Kg As Recd 5.000 EPA 8015B EPA 3550C Bunker C C12-C40 760 15 mg/Kg As Recd 3.000 EPA 8015B EPA 3550C Bunker C C12-C40 870 25 mg/Kg As Recd 5.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C02 Laboratory Sample ID : 292734-004 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 2.3 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 1.3 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 9.5 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 9.5 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 22 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 22 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C
5 of 26
Client Sample ID : JS-SW-C03 Laboratory Sample ID : 292734-005 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 2.6 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 2.5 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 14 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 16 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 31 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 37 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C04 Laboratory Sample ID : 292734-006 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 1.6 Y 0.99 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 11 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 11 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SU-B01 Laboratory Sample ID : 292734-007 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 1.6 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SU-B02 Laboratory Sample ID : 292734-008 No Detections
Y = Sample exhibits chromatographic pattern which does not resemble standard
6 of 26
Total Extractable Hydrocarbons
Lab #: 292734 Location: Jean Sweeny Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/22/17 Units: mg/Kg Received: 09/22/17 Basis: as received Prepared: 09/25/17 Batch#: 251980
Field ID: JS-BS-C01 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292734-001
Analyte Result RL Analyzed Diesel C10-C24 12 Y 1.0 09/25/17 Diesel C10-C24 (SGCU) 9.5 Y 1.0 09/26/17 Motor Oil C24-C36 21 5.0 09/25/17 Motor Oil C24-C36 (SGCU) 27 5.0 09/26/17 Bunker C C12-C40 60 5.0 09/25/17 Bunker C C12-C40 (SGCU) 71 5.0 09/26/17 Surrogate %REC Limits Analyzed
o-Terphenyl 104 55-133 09/25/17
o-Terphenyl (SGCU) 101 55-133 09/26/17
Field ID: JS-BS-C02 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292734-002
Analyte Result RL Analyzed Diesel C10-C24 16 Y 0.99 09/25/17 Diesel C10-C24 (SGCU) 11 Y 0.99 09/26/17 Motor Oil C24-C36 29 5.0 09/25/17 Motor Oil C24-C36 (SGCU) 31 5.0 09/26/17 Bunker C C12-C40 84 5.0 09/25/17 Bunker C C12-C40 (SGCU) 82 5.0 09/26/17 Surrogate %REC Limits Analyzed
o-Terphenyl 100 55-133 09/25/17
o-Terphenyl (SGCU) 90 55-133 09/26/17
Field ID: JS-SW-C01 Lab ID: 292734-003 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Diln Fac Analyzed Diesel C10-C24 67 Y 3.0 3.000 09/25/17 Diesel C10-C24 (SGCU) 63 Y 5.0 5.000 09/26/17 Motor Oil C24-C36 320 15 3.000 09/25/17 Motor Oil C24-C36 (SGCU) 380 25 5.000 09/26/17 Bunker C C12-C40 760 15 3.000 09/25/17 Bunker C C12-C40 (SGCU) 870 25 5.000 09/26/17 Surrogate %REC Limits Diln Fac Analyzed o-Terphenyl 84 55-133 3.000 09/25/17 o-Terphenyl (SGCU) 91 55-133 5.000 09/26/17 Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
7 of 26
Total Extractable Hydrocarbons
Lab #: 292734 Location: Jean Sweeny Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/22/17 Units: mg/Kg Received: 09/22/17 Basis: as received Prepared: 09/25/17 Batch#: 251980
Field ID: JS-SW-C02 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292734-004
Analyte Result RL Analyzed Diesel C10-C24 2.3 Y 1.0 09/25/17 Diesel C10-C24 (SGCU) 1.3 Y 1.0 09/26/17 Motor Oil C24-C36 9.5 5.0 09/25/17 Motor Oil C24-C36 (SGCU) 9.5 5.0 09/26/17 Bunker C C12-C40 22 5.0 09/25/17 Bunker C C12-C40 (SGCU) 22 5.0 09/26/17 Surrogate %REC Limits Analyzed
o-Terphenyl 101 55-133 09/25/17
o-Terphenyl (SGCU) 86 55-133 09/26/17
Field ID: JS-SW-C03 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292734-005
Analyte Result RL Analyzed Diesel C10-C24 2.6 Y 1.0 09/25/17 Diesel C10-C24 (SGCU) 2.5 Y 1.0 09/26/17 Motor Oil C24-C36 14 5.0 09/25/17 Motor Oil C24-C36 (SGCU) 16 5.0 09/26/17 Bunker C C12-C40 31 5.0 09/25/17 Bunker C C12-C40 (SGCU) 37 5.0 09/26/17 Surrogate %REC Limits Analyzed
o-Terphenyl 102 55-133 09/25/17
o-Terphenyl (SGCU) 106 55-133 09/26/17
Field ID: JS-SW-C04 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292734-006
Analyte Result RL Analyzed Diesel C10-C24 1.6 Y 0.99 09/25/17 Diesel C10-C24 (SGCU) ND 0.99 09/26/17 Motor Oil C24-C36 ND 5.0 09/25/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/26/17 Bunker C C12-C40 11 5.0 09/25/17 Bunker C C12-C40 (SGCU) 11 5.0 09/26/17 Surrogate %REC Limits Analyzed
o-Terphenyl 94 55-133 09/25/17
o-Terphenyl (SGCU) 95 55-133 09/26/17
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
8 of 26
Total Extractable Hydrocarbons
Lab #: 292734 Location: Jean Sweeny Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/22/17 Units: mg/Kg Received: 09/22/17 Basis: as received Prepared: 09/25/17 Batch#: 251980
Field ID: JS-SU-B01 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292734-007
Analyte Result RL Analyzed Diesel C10-C24 1.6 Y 1.0 09/25/17 Diesel C10-C24 (SGCU) ND 1.0 09/26/17 Motor Oil C24-C36 ND 5.0 09/25/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/26/17 Bunker C C12-C40 ND 5.0 09/25/17 Bunker C C12-C40 (SGCU) ND 5.0 09/26/17 Surrogate %REC Limits Analyzed
o-Terphenyl 103 55-133 09/25/17
o-Terphenyl (SGCU) 95 55-133 09/26/17
Field ID: JS-SU-B02 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 292734-008
Analyte Result RL Analyzed Diesel C10-C24 ND 1.0 09/25/17 Diesel C10-C24 (SGCU) ND 1.0 09/26/17 Motor Oil C24-C36 ND 5.0 09/25/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/26/17 Bunker C C12-C40 ND 5.0 09/25/17 Bunker C C12-C40 (SGCU) ND 5.0 09/26/17 Surrogate %REC Limits Analyzed
o-Terphenyl 84 55-133 09/25/17
o-Terphenyl (SGCU) 78 55-133 09/26/17
Type: BLANK Analyzed: 09/25/17 Lab ID: QC902182 Cleanup Method: EPA 3630C Diln Fac: 1.000
Analyte Result RL
Diesel C10-C24 ND 0.99 Diesel C10-C24 (SGCU) ND 0.99 Motor Oil C24-C36 ND 5.0 Motor Oil C24-C36 (SGCU) ND 5.0 Bunker C C12-C40 ND 5.0 Bunker C C12-C40 (SGCU) ND 5.0 Surrogate %REC Limits
o-Terphenyl 110 55-133
o-Terphenyl (SGCU) 93 55-133
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
9 of 26
Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292734 Location: Jean Sweeny Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Type: LCS Diln Fac: 1.000 Lab ID: QC902183 Batch#: 251980 Matrix: Soil Prepared: 09/25/17 Units: mg/Kg Analyzed: 09/25/17 Cleanup Method: EPA 3630C
Analyte Spiked Result %REC Limits Diesel C10-C24 49.67 49.05 99 51-137 Diesel C10-C24 (SGCU) 49.67 42.87 86 51-137 Surrogate %REC Limits
o-Terphenyl 105 55-133
o-Terphenyl (SGCU) 99 55-133
SGCU= Silica gel cleanup
10 of 26
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\\kraken\gdrive\ezchrom\Projects\GC17a\Data\2017\268a012, A 26 of 26
Laboratory Job Number 292862
ANALYTICAL REPORT
SLR International Project : 102.01422.00001 110 11th Street Location : Jean Sweeney Oakland, CA 94607 Level : II
Sample ID
Lab ID
JS-SU-B03 292862-001
JS-SU-B04 292862-002
This data package has been reviewed for technical correctness and completeness.
Release of this data has been authorized by the Laboratory Manager or the Manager's designee, as verified by the following signature. The results contained in this report meet all requirements of NELAP and pertain only to those samples which were submitted for analysis. This report may be reproduced only in its entirety.
Signature:
Date: 09/27/2017
Patrick McCarthy
Project Manager
[email protected]
(510) 204-2236
CA ELAP# 2896, NELAP# 4044-001
1 of 15
CASE NARRATIVE
Laboratory number: 292862
Client: SLR International
Project: 102.01422.00001
Location: Jean Sweeney
Request Date: 09/26/17
Samples Received: 09/26/17
This data package contains sample and QC results for two soil samples, requested for the above referenced project on 09/26/17. The samples were received cold and intact.
TPH-Extractables by GC (EPA 8015B):
No analytical problems were encountered.
7.0 2 of 15
3 of 15
4 of 15
Detections Summary for 292862
Results for any subcontracted analyses are not included in this summary.
Client : SLR International
Project : 102.01422.00001
Location : Jean Sweeney
Client Sample ID : JS-SU-B03 Laboratory Sample ID : 292862-001 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 13 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 9.2 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 18 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 15 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 60 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 46 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SU-B04 Laboratory Sample ID : 292862-002 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 10 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 4.9 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 12 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 7.6 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 42 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 24 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Y = Sample exhibits chromatographic pattern which does not resemble standard
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Total Extractable Hydrocarbons
Lab #: 292862 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/26/17 Units: mg/Kg Received: 09/26/17 Basis: as received Prepared: 09/26/17 Diln Fac: 1.000 Analyzed: 09/27/17 Batch#: 252049
Field ID: JS-SU-B03 Lab ID: 292862-001 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL
Diesel C10-C24 13 Y 1.0 Diesel C10-C24 (SGCU) 9.2 Y 1.0 Motor Oil C24-C36 18 5.0 Motor Oil C24-C36 (SGCU) 15 5.0 Bunker C C12-C40 60 5.0 Bunker C C12-C40 (SGCU) 46 5.0 Surrogate %REC Limits
o-Terphenyl 88 55-133
o-Terphenyl (SGCU) 78 55-133
Field ID: JS-SU-B04 Lab ID: 292862-002 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL
Diesel C10-C24 10 Y 1.0 Diesel C10-C24 (SGCU) 4.9 Y 1.0 Motor Oil C24-C36 12 5.0 Motor Oil C24-C36 (SGCU) 7.6 5.0 Bunker C C12-C40 42 5.0 Bunker C C12-C40 (SGCU) 24 5.0 Surrogate %REC Limits
o-Terphenyl 82 55-133
o-Terphenyl (SGCU) 67 55-133
Type: BLANK Cleanup Method: EPA 3630C Lab ID: QC902438
Analyte Result RL
Diesel C10-C24 ND 1.0 Diesel C10-C24 (SGCU) ND 1.0 Motor Oil C24-C36 ND 5.0 Motor Oil C24-C36 (SGCU) ND 5.0 Bunker C C12-C40 ND 5.0 Bunker C C12-C40 (SGCU) ND 5.0 Surrogate %REC Limits
o-Terphenyl 116 55-133
o-Terphenyl (SGCU) 105 55-133
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
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Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292862 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Type: LCS Diln Fac: 1.000 Lab ID: QC902439 Batch#: 252049 Matrix: Soil Prepared: 09/26/17 Units: mg/Kg Analyzed: 09/27/17 Cleanup Method: EPA 3630C
Analyte Spiked Result %REC Limits Diesel C10-C24 50.33 51.16 102 51-137 Diesel C10-C24 (SGCU) 50.33 46.83 93 51-137 Surrogate %REC Limits
o-Terphenyl 121 55-133
o-Terphenyl (SGCU) 109 55-133
SGCU= Silica gel cleanup
7 of 15
Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292862 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Field ID: ZZZZZZZZZZ Batch#: 252049 MSS Lab ID: 292838-001 Sampled: 09/26/17 Matrix: Soil Received: 09/26/17 Units: mg/Kg Prepared: 09/26/17 Basis: as received Analyzed: 09/27/17 Diln Fac: 2.000
Type: MS Lab ID: QC902440 Analyte MSS Result Spiked Result %REC Limits Diesel C10-C24 11.77 50.18 63.74 104 36-143 Surrogate %REC Limits
o-Terphenyl 121 55-133
Type: MSD Lab ID: QC902441 Analyte Spiked Result %REC Limits RPD Lim Diesel C10-C24 49.52 60.69 99 36-143 4 55 Surrogate %REC Limits
o-Terphenyl 117 55-133
RPD= Relative Percent Difference
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Laboratory Job Number 293017
ANALYTICAL REPORT
SLR International Project : 102.01422.00001 110 11th Street Location : Jean Sweeney Oakland, CA 94607 Level : II
Sample ID
Lab ID
JS-SW-C05 293017-001
JS-SW-C06 293017-002
JS-SW-C07 293017-003
JS-SW-C08 293017-004
JS-SW-C09 293017-005
JS-SW-C10 293017-006
JS-SW-C11 293017-007
JS-BS-C03 293017-008
JS-BS-C04 293017-009
JS-BS-C104 293017-010
JS-SW-C109 293017-011
This data package has been reviewed for technical correctness and completeness.
Release of this data has been authorized by the Laboratory Manager or the Manager's designee, as verified by the following signature. The results contained in this report meet all requirements of NELAP and pertain only to those samples which were submitted for analysis. This report may be reproduced only in its entirety.
Signature:
Date: 10/02/2017
Patrick McCarthy
Project Manager
[email protected]
(510) 204-2236
CA ELAP# 2896, NELAP# 4044-001
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CASE NARRATIVE
Laboratory number: 293017
Client: SLR International
Project: 102.01422.00001
Location: Jean Sweeney
Request Date: 09/29/17
Samples Received: 09/29/17
This data package contains sample and QC results for eleven soil samples, requested for the above referenced project on 09/29/17. The samples were received cold and intact.
TPH-Extractables by GC (EPA 8015B):
JS-SW-C09 (lab # 293017-005) was diluted due to the dark and viscous nature of the sample extract. No other analytical problems were encountered.
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4 of 37
Detections Summary for 293017
Results for any subcontracted analyses are not included in this summary.
Client : SLR International
Project : 102.01422.00001
Location : Jean Sweeney
Client Sample ID : JS-SW-C05 Laboratory Sample ID : 293017-001 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 27 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 20 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 83 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 50 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 210 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 140 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C06 Laboratory Sample ID : 293017-002 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 31 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 24 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 68 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 44 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 190 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 130 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C07 Laboratory Sample ID : 293017-003 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 5.0 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 5.1 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 11 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 8.9 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 32 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 27 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C08 Laboratory Sample ID : 293017-004 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 4.8 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 4.7 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 16 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 11 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 38 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 30 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C
5 of 37
Client Sample ID : JS-SW-C09 Laboratory Sample ID : 293017-005 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 670 Y 20 mg/Kg As Recd 20.00 EPA 8015B EPA 3550C Diesel C10-C24 510 Y 20 mg/Kg As Recd 20.00 EPA 8015B EPA 3550C Motor Oil C24-C36 2,700 100 mg/Kg As Recd 20.00 EPA 8015B EPA 3550C Motor Oil C24-C36 2,300 100 mg/Kg As Recd 20.00 EPA 8015B EPA 3550C Bunker C C12-C40 6,900 100 mg/Kg As Recd 20.00 EPA 8015B EPA 3550C Bunker C C12-C40 5,700 100 mg/Kg As Recd 20.00 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C10 Laboratory Sample ID : 293017-006 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 7.2 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 5.7 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 25 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 17 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 63 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 44 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C11 Laboratory Sample ID : 293017-007 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 50 Y 0.99 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 32 Y 0.99 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 79 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 52 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 250 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 170 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-C03 Laboratory Sample ID : 293017-008 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 21 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 14 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 27 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 19 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 93 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 66 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-C04 Laboratory Sample ID : 293017-009 Analyte Result Flags RL Units Basis IDF Method Prep Method Bunker C C12-C40 8.1 Y 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C
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Client Sample ID : JS-BS-C104 Laboratory Sample ID : 293017-010 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 3.1 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 9.1 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 5.3 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 22 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 12 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-C109 Laboratory Sample ID : 293017-011 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 8.4 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 6.2 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 5.6 Y 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 28 Y 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 20 Y 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Y = Sample exhibits chromatographic pattern which does not resemble standard
7 of 37
Total Extractable Hydrocarbons
Lab #: 293017 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/29/17 Units: mg/Kg Received: 09/29/17 Basis: as received Prepared: 09/29/17 Batch#: 252180
Field ID: JS-SW-C05 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-001
Analyte Result RL Analyzed Diesel C10-C24 27 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) 20 Y 1.0 09/30/17 Motor Oil C24-C36 83 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 50 5.0 09/30/17 Bunker C C12-C40 210 5.0 09/29/17 Bunker C C12-C40 (SGCU) 140 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 88 55-133 09/29/17
o-Terphenyl (SGCU) 67 55-133 09/30/17
Field ID: JS-SW-C06 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-002
Analyte Result RL Analyzed Diesel C10-C24 31 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) 24 Y 1.0 09/30/17 Motor Oil C24-C36 68 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 44 5.0 09/30/17 Bunker C C12-C40 190 5.0 09/29/17 Bunker C C12-C40 (SGCU) 130 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 86 55-133 09/29/17
o-Terphenyl (SGCU) 76 55-133 09/30/17
Field ID: JS-SW-C07 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-003
Analyte Result RL Analyzed Diesel C10-C24 5.0 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) 5.1 Y 1.0 09/30/17 Motor Oil C24-C36 11 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 8.9 5.0 09/30/17 Bunker C C12-C40 32 5.0 09/29/17 Bunker C C12-C40 (SGCU) 27 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 92 55-133 09/29/17
o-Terphenyl (SGCU) 77 55-133 09/30/17
Y= Sample exhibits chromatographic pattern which does not resemble standard DO= Diluted Out
ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
8 of 37
Total Extractable Hydrocarbons
Lab #: 293017 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/29/17 Units: mg/Kg Received: 09/29/17 Basis: as received Prepared: 09/29/17 Batch#: 252180
Field ID: JS-SW-C08 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-004
Analyte Result RL Analyzed Diesel C10-C24 4.8 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) 4.7 Y 1.0 09/30/17 Motor Oil C24-C36 16 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 11 5.0 09/30/17 Bunker C C12-C40 38 5.0 09/29/17 Bunker C C12-C40 (SGCU) 30 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 94 55-133 09/29/17
o-Terphenyl (SGCU) 83 55-133 09/30/17
Field ID: JS-SW-C09 Diln Fac: 20.00 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-005
Analyte Result RL Analyzed Diesel C10-C24 670 Y 20 09/29/17 Diesel C10-C24 (SGCU) 510 Y 20 09/30/17 Motor Oil C24-C36 2,700 100 09/29/17 Motor Oil C24-C36 (SGCU) 2,300 100 09/30/17 Bunker C C12-C40 6,900 100 09/29/17 Bunker C C12-C40 (SGCU) 5,700 100 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl DO 55-133 09/29/17
o-Terphenyl (SGCU) DO 55-133 09/30/17
Field ID: JS-SW-C10 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-006
Analyte Result RL Analyzed Diesel C10-C24 7.2 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) 5.7 Y 1.0 09/30/17 Motor Oil C24-C36 25 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 17 5.0 09/30/17 Bunker C C12-C40 63 5.0 09/29/17 Bunker C C12-C40 (SGCU) 44 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 92 55-133 09/29/17
o-Terphenyl (SGCU) 77 55-133 09/30/17
Y= Sample exhibits chromatographic pattern which does not resemble standard DO= Diluted Out
ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
9 of 37
Total Extractable Hydrocarbons
Lab #: 293017 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/29/17 Units: mg/Kg Received: 09/29/17 Basis: as received Prepared: 09/29/17 Batch#: 252180
Field ID: JS-SW-C11 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-007
Analyte Result RL Analyzed Diesel C10-C24 50 Y 0.99 09/29/17 Diesel C10-C24 (SGCU) 32 Y 0.99 09/30/17 Motor Oil C24-C36 79 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 52 5.0 09/30/17 Bunker C C12-C40 250 5.0 09/29/17 Bunker C C12-C40 (SGCU) 170 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 70 55-133 09/29/17
o-Terphenyl (SGCU) 57 55-133 09/30/17
Field ID: JS-BS-C03 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-008
Analyte Result RL Analyzed Diesel C10-C24 21 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) 14 Y 1.0 09/30/17 Motor Oil C24-C36 27 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 19 5.0 09/30/17 Bunker C C12-C40 93 5.0 09/29/17 Bunker C C12-C40 (SGCU) 66 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 77 55-133 09/29/17
o-Terphenyl (SGCU) 65 55-133 09/30/17
Field ID: JS-BS-C04 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-009
Analyte Result RL Analyzed Diesel C10-C24 ND 1.0 09/29/17 Diesel C10-C24 (SGCU) ND 1.0 09/30/17 Motor Oil C24-C36 ND 5.0 09/29/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/30/17 Bunker C C12-C40 8.1 Y 5.0 09/29/17 Bunker C C12-C40 (SGCU) ND 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 81 55-133 09/29/17
o-Terphenyl (SGCU) 78 55-133 09/30/17
Y= Sample exhibits chromatographic pattern which does not resemble standard DO= Diluted Out
ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
10 of 37
Total Extractable Hydrocarbons
Lab #: 293017 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Sampled: 09/29/17 Units: mg/Kg Received: 09/29/17 Basis: as received Prepared: 09/29/17 Batch#: 252180
Field ID: JS-BS-C104 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-010
Analyte Result RL Analyzed Diesel C10-C24 3.1 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) ND 1.0 09/30/17 Motor Oil C24-C36 9.1 5.0 09/29/17 Motor Oil C24-C36 (SGCU) 5.3 5.0 09/30/17 Bunker C C12-C40 22 5.0 09/29/17 Bunker C C12-C40 (SGCU) 12 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 91 55-133 09/29/17
o-Terphenyl (SGCU) 78 55-133 09/30/17
Field ID: JS-SW-C109 Diln Fac: 1.000 Type: SAMPLE Cleanup Method: EPA 3630C Lab ID: 293017-011
Analyte Result RL Analyzed Diesel C10-C24 8.4 Y 1.0 09/29/17 Diesel C10-C24 (SGCU) 6.2 Y 1.0 09/30/17 Motor Oil C24-C36 5.6 Y 5.0 09/29/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/30/17 Bunker C C12-C40 28 Y 5.0 09/29/17 Bunker C C12-C40 (SGCU) 20 Y 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 95 55-133 09/29/17
o-Terphenyl (SGCU) 85 55-133 09/30/17
Type: BLANK Diln Fac: 1.000 Lab ID: QC902952 Cleanup Method: EPA 3630C Analyte Result RL Analyzed Diesel C10-C24 ND 1.0 09/29/17 Diesel C10-C24 (SGCU) ND 1.0 09/30/17 Motor Oil C24-C36 ND 5.0 09/29/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/30/17 Bunker C C12-C40 ND 5.0 09/29/17 Bunker C C12-C40 (SGCU) ND 5.0 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 98 55-133 09/29/17
o-Terphenyl (SGCU) 84 55-133 09/30/17
Y= Sample exhibits chromatographic pattern which does not resemble standard DO= Diluted Out
ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
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Batch QC Report
Total Extractable Hydrocarbons
Lab #: 293017 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Type: LCS Diln Fac: 1.000 Lab ID: QC902953 Batch#: 252180 Matrix: Soil Prepared: 09/29/17 Units: mg/Kg
Cleanup Method: EPA 3630C
Analyte Spiked Result %REC Limits Analyzed Diesel C10-C24 50.30 48.17 96 51-137 09/29/17 Diesel C10-C24 (SGCU) 50.30 45.35 90 51-137 09/30/17 Surrogate %REC Limits Analyzed
o-Terphenyl 105 55-133 09/29/17
o-Terphenyl (SGCU) 98 55-133 09/30/17
SGCU= Silica gel cleanup
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Batch QC Report
Total Extractable Hydrocarbons
Lab #: 293017 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Field ID: ZZZZZZZZZZ Batch#: 252180 MSS Lab ID: 292957-001 Sampled: 09/26/17 Matrix: Soil Received: 09/28/17 Units: mg/Kg Prepared: 09/29/17 Basis: as received Analyzed: 09/29/17 Diln Fac: 2.000
Type: MS Lab ID: QC902954 Analyte MSS Result Spiked Result %REC Limits Diesel C10-C24 12.29 50.33 69.08 113 36-143 Surrogate %REC Limits
o-Terphenyl 97 55-133
Type: MSD Lab ID: QC902955 Analyte Spiked Result %REC Limits RPD Lim Diesel C10-C24 50.26 63.08 101 36-143 9 55 Surrogate %REC Limits
o-Terphenyl 94 55-133
RPD= Relative Percent Difference
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Laboratory Job Number 292760
ANALYTICAL REPORT
SLR International Project : 102.01422.00001 110 11th Street Location : Jean Sweeney Oakland, CA 94607 Level : II
Sample ID
Lab ID
JS-SW-B18 292760-001
JS-BS-B18 292760-002
JS-SW-B19 292760-003
JS-BS-B19 292760-004
JS-SW-B20 292760-005
JS-BS-B20 292760-006
This data package has been reviewed for technical correctness and completeness.
Release of this data has been authorized by the Laboratory Manager or the Manager's designee, as verified by the following signature. The results contained in this report meet all requirements of NELAP and pertain only to those samples which were submitted for analysis. This report may be reproduced only in its entirety.
Signature:
Date: 09/26/2017
Patrick McCarthy
Project Manager
[email protected]
(510) 204-2236
CA ELAP# 2896, NELAP# 4044-001
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CASE NARRATIVE
Laboratory number: 292760
Client: SLR International
Project: 102.01422.00001
Location: Jean Sweeney
Request Date: 09/22/17
Samples Received: 09/15/17
This data package contains sample and QC results for six soil samples, requested for the above referenced project on 09/22/17. The samples were received cold and intact. This report was revised and reissued on 10/10/17 to include revised client sample IDs.
TPH-Extractables by GC (EPA 8015B):
Matrix spikes QC902184,QC902185 (batch 251980) were not reported because the parent sample required a dilution that would have diluted out the spikes. No other analytical problems were encountered.
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Detections Summary for 292760
Results for any subcontracted analyses are not included in this summary.
Client : SLR International
Project : 102.01422.00001
Location : Jean Sweeney
Client Sample ID : JS-SW-B18 Laboratory Sample ID : 292760-001 No Detections
Client Sample ID : JS-BS-B18 Laboratory Sample ID : 292760-002 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 9.1 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 9.9 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 45 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 55 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 110 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 130 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-SW-B19 Laboratory Sample ID : 292760-003 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 10 Y 0.99 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 12 Y 0.99 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 67 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 84 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 150 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 190 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-B19 Laboratory Sample ID : 292760-004 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 12 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 7.3 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 39 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 35 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 99 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 86 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C
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Client Sample ID : JS-SW-B20 Laboratory Sample ID : 292760-005 Analyte Result Flags RL Units Basis IDF Method Prep Method Diesel C10-C24 4.8 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Diesel C10-C24 3.5 Y 1.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 37 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Motor Oil C24-C36 39 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 85 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Bunker C C12-C40 88 5.0 mg/Kg As Recd 1.000 EPA 8015B EPA 3550C Client Sample ID : JS-BS-B20 Laboratory Sample ID : 292760-006 No Detections
Y = Sample exhibits chromatographic pattern which does not resemble standard
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Total Extractable Hydrocarbons
Lab #: 292760 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Batch#: 251980 Units: mg/Kg Sampled: 09/15/17 Basis: as received Received: 09/15/17 Diln Fac: 1.000 Prepared: 09/25/17 Field ID: JS-SW-B18 Lab ID: 292760-001 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Analyzed Diesel C10-C24 ND 1.0 09/26/17 Diesel C10-C24 (SGCU) ND 1.0 09/25/17 Motor Oil C24-C36 ND 5.0 09/26/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/25/17 Bunker C C12-C40 ND 5.0 09/26/17 Bunker C C12-C40 (SGCU) ND 5.0 09/25/17 Surrogate %REC Limits Analyzed
o-Terphenyl 101 55-133 09/26/17
o-Terphenyl (SGCU) 92 55-133 09/25/17
Field ID: JS-BS-B18 Lab ID: 292760-002 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Analyzed Diesel C10-C24 9.1 Y 1.0 09/26/17 Diesel C10-C24 (SGCU) 9.9 Y 1.0 09/25/17 Motor Oil C24-C36 45 5.0 09/26/17 Motor Oil C24-C36 (SGCU) 55 5.0 09/25/17 Bunker C C12-C40 110 5.0 09/26/17 Bunker C C12-C40 (SGCU) 130 5.0 09/25/17 Surrogate %REC Limits Analyzed
o-Terphenyl 105 55-133 09/26/17
o-Terphenyl (SGCU) 101 55-133 09/25/17
Field ID: JS-SW-B19 Lab ID: 292760-003 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Analyzed Diesel C10-C24 10 Y 0.99 09/26/17 Diesel C10-C24 (SGCU) 12 Y 0.99 09/25/17 Motor Oil C24-C36 67 5.0 09/26/17 Motor Oil C24-C36 (SGCU) 84 5.0 09/25/17 Bunker C C12-C40 150 5.0 09/26/17 Bunker C C12-C40 (SGCU) 190 5.0 09/25/17 Surrogate %REC Limits Analyzed
o-Terphenyl 103 55-133 09/26/17
o-Terphenyl (SGCU) 111 55-133 09/25/17
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
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Total Extractable Hydrocarbons
Lab #: 292760 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Batch#: 251980 Units: mg/Kg Sampled: 09/15/17 Basis: as received Received: 09/15/17 Diln Fac: 1.000 Prepared: 09/25/17 Field ID: JS-BS-B19 Lab ID: 292760-004 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Analyzed Diesel C10-C24 12 Y 1.0 09/26/17 Diesel C10-C24 (SGCU) 7.3 Y 1.0 09/25/17 Motor Oil C24-C36 39 5.0 09/26/17 Motor Oil C24-C36 (SGCU) 35 5.0 09/25/17 Bunker C C12-C40 99 5.0 09/26/17 Bunker C C12-C40 (SGCU) 86 5.0 09/25/17 Surrogate %REC Limits Analyzed
o-Terphenyl 100 55-133 09/26/17
o-Terphenyl (SGCU) 81 55-133 09/25/17
Field ID: JS-SW-B20 Lab ID: 292760-005 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Analyzed Diesel C10-C24 4.8 Y 1.0 09/26/17 Diesel C10-C24 (SGCU) 3.5 Y 1.0 09/25/17 Motor Oil C24-C36 37 5.0 09/26/17 Motor Oil C24-C36 (SGCU) 39 5.0 09/25/17 Bunker C C12-C40 85 5.0 09/26/17 Bunker C C12-C40 (SGCU) 88 5.0 09/25/17 Surrogate %REC Limits Analyzed
o-Terphenyl 99 55-133 09/26/17
o-Terphenyl (SGCU) 89 55-133 09/25/17
Field ID: JS-BS-B20 Lab ID: 292760-006 Type: SAMPLE Cleanup Method: EPA 3630C Analyte Result RL Analyzed Diesel C10-C24 ND 1.0 09/26/17 Diesel C10-C24 (SGCU) ND 1.0 09/25/17 Motor Oil C24-C36 ND 5.0 09/26/17 Motor Oil C24-C36 (SGCU) ND 5.0 09/25/17 Bunker C C12-C40 ND 5.0 09/26/17 Bunker C C12-C40 (SGCU) ND 5.0 09/25/17 Surrogate %REC Limits Analyzed
o-Terphenyl 107 55-133 09/26/17
o-Terphenyl (SGCU) 94 55-133 09/25/17
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
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Total Extractable Hydrocarbons
Lab #: 292760 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Matrix: Soil Batch#: 251980 Units: mg/Kg Sampled: 09/15/17 Basis: as received Received: 09/15/17 Diln Fac: 1.000 Prepared: 09/25/17 Type: BLANK Analyzed: 09/25/17 Lab ID: QC902182 Cleanup Method: EPA 3630C Analyte Result RL
Diesel C10-C24 ND 0.99 Diesel C10-C24 (SGCU) ND 0.99 Motor Oil C24-C36 ND 5.0 Motor Oil C24-C36 (SGCU) ND 5.0 Bunker C C12-C40 ND 5.0 Bunker C C12-C40 (SGCU) ND 5.0 Surrogate %REC Limits
o-Terphenyl 110 55-133
o-Terphenyl (SGCU) 93 55-133
Y= Sample exhibits chromatographic pattern which does not resemble standard ND= Not Detected
RL= Reporting Limit
SGCU= Silica gel cleanup
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Batch QC Report
Total Extractable Hydrocarbons
Lab #: 292760 Location: Jean Sweeney Client: SLR International Prep: EPA 3550C Project#: 102.01422.00001 Analysis: EPA 8015B Type: LCS Diln Fac: 1.000 Lab ID: QC902183 Batch#: 251980 Matrix: Soil Prepared: 09/25/17 Units: mg/Kg Analyzed: 09/25/17 Cleanup Method: EPA 3630C
Analyte Spiked Result %REC Limits Diesel C10-C24 49.67 49.05 99 51-137 Diesel C10-C24 (SGCU) 49.67 42.87 86 51-137 Surrogate %REC Limits
o-Terphenyl 105 55-133
o-Terphenyl (SGCU) 99 55-133
SGCU= Silica gel cleanup
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APPENDIX B
SITE PHOTO LOG
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 1: McGuire and Hester Performing Excavation Activities from Excavation Area A
Photo 2: View of Excavation Area A Overexcavation
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 3: Overexcavation of Southeast Corner of Excavation Area A
Photo 4: Completion of Initial Limits of Excavation Area B
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 5: Impacted Sidewall in Excavation Area B Prior to Overexcavation
Photo 6: Water Table Encountered at Overexcavated Section from Area
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 7: Removal of Concrete Sump from the South Corner of Excavation Area B after Overexcavation
Photo 8: Completed Removal of Impacted Soil from Excavation Area D
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 9: Railroad Platforms and Ties Encountered During the Excavation of Area C
Photo 10: Impacted Patch of Soil and Debris from under Railroad Platforms in Excavation Area C Prior to Removal
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 11: Removal of Patch of Impacted Soil and Debris from Northeast Arm of Excavation Area C
Photo 12: Office Stockpiling of Non-Saturated Impacted Soil from Excavation Area C on Visqueen for Offhaul
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 13: Near Completion of Removal of Impacted Soil from Excavation Area C
Photo 14: Completed Removal of Impacted Soil from East Lead Impacted Area
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 15: Placement of Non-Saturated Soil into the HDPE Lined Consolidation Area
Photo 16: Compaction of Non-Saturated Impacted Soil Placed in HDPE Lined Consolidation Area
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 17: Sealing of HDPE Liner with Adhesive
Photo 18: Sealed HDPE Lined Consolidation Area
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 19: View of AB Layer on top of compacted and sealed Consolidation Area
Photo 20: Paving of Asphalt Layer of Cap
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 21: Completed Section of Cap/Paved Bike Path
Photo 22: Concrete Sump Pieces Placed in Loader to Move to Truck for Transportation and Disposal
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 23: Loader Places Excess Impacted Soil and Visqueen Liner into Truck for Transportation and Disposal
Photo 24: Loader and Excavator Place Metal Sump in Truck for Transportation and Disposal
Jean Sweeney Open Space Park
1925 Sherman Avenue
Alameda, CA
SITE PHOTOGRAPHS
09/08/17 – 10/20/17 Job No: 102.01422.00001
Photo 25: View of the Northeast Air Monitor
APPENDIX C
WASTE MANIFEST, BILLS OF LADING
Soil Waste
City of A
950 W.
Alameda
Octo
b
Re.;
C
To W
h
This
l
and/or
sign a
Trail p
Since
r
2017
Alameda, Public W
Mall Square, Roo
a, California 945
ber 18, 2017
Cross Alame
hom This M
letter serve s
r Joe Blanc o
and certify t
project, repr
rely,
C
Works Departme
om 110
501
da Trail, No
May Concern
s as permis s
o, of Mack 5
the Non-Ha z
esenting the
City of Al
ent
on-Hazardou
;
sion for A m
5, Construct
zardous Wa
Generator f
ameda,
us Waste Man
my Wooldri d
tion Manage
ste Manifes
for this proje
Californi
anifests
dge, Directo r
er, for the C r
sts, on my b
ect
ia
r of City o f
ross Alamed
behalf, for t h
Date
f Alameda A
da Trail Pro j
he Cross A l
: Octob e
of 1 total
ARPD,
ject, to
lameda
er 18,
Debris Recovery
tĂƐƚĞWƌŽĐĞƐƐŝŶŐ
YĂŶƚŝƚLJǁŝůůďĞŵĞĂƐƵƌĞĚďLJ͗tĞŝŐŚƚ;dŽŶƐͿ
tĂƐƚĞDĂƚĞƌŝĂů tĂƐƚĞYƵĂŶƚŝƚLJ ŝǀĞƌƚĞĚй ZĞƵƐĞ ZĞĐLJĐůĞ ŝƐƉŽƐĞ &ĂĐŝůŝ ƚLJͬ^ĞƌǀŝĐĞWƌŽǀŝĚĞƌƚŽďĞƵƐĞĚ Asphalt 549 100% 549 Argent Materials, and Inner City
Recycling
Brick
Cardboard & Paper 0.6 100% 0.6 ACI - Alameda County Indistries Carpet
Concrete 1236 100% 1236 Argent Materials, and Inner City Recycling
Dirt/Clean Fill*
Dry Wall
Metal 25.44 100% 25.44 Alco Iron & Metal
Pallets 0.6 100% 0.6 McGuire and Hester
Plant Debris, Soil, and contaminated
materials*
Not
allowed*
Plastics 0.24 100% 0.24 ACI - Alameda County Indistries Roofing – asphalt composition shingle, tile,
wood shake, tar or gravel
Wood - clean 2.08 100% 2.08 Bee Green Recycling & Supply Wood - treated 1 0% 1 ACI - Alameda County Industries
Plastic pots, flats 0.05 0% 0.05 ACI - Alameda County Industries Other (General Construction Debris) 40 0% 40 ACI - Alameda County Industries Toltals 1855.01 98% 0.6 1813.36 41.05
ZK^^>D
dZ/>
:
E^t
E
z/DWZKs
D
Ed^
ĂLJͲ&ƌŝĞŶĚůLJ
Z/^Z
Ks
ZzW>E>h>d/KE^EEKd
^
QUESTIONS? CALL 800 963 4776 FOR ASSISTANCE
Revised June 30, 2015
©2015 Waste Management
Requested Facility: Unsure Profile Number:
Multiple Gener
ator Locations (Attach Locations) Request Certificate of Disposal Renewal? Original Profile Number:
A. GENERATOR INFORMATION (MATERIAL ORIGIN)
1. Generator Name:
2. Site Addres
s:
(City, S
tate, ZIP)
3. Count
y:
4. Contac
t Name:
5. Email:
6. Phone: 7. Fax
:
8. Generator EP
A ID:
N
/A
9. Stat
e ID: N
/A
B. BILLING INFORMATION SAME AS GENERA TOR
1. Billing Name:
2. Billing Address
:
(City, S
tate, ZIP)
3. Contac
t Name:
4. Email:
5. Phone: 6. Fax
:
7. WM Hauled? Yes
No
8. P.O. Number
:
9. Payment Me
thod: Credit Account Cash Credit Card
C. MATERIAL INFORMATION
1. Common Name:
Describe Proc
ess Generating Material: See A
ttached
2. Material C
omposition and Contaminants: See Att
ached
1. 2.
3. 4.
Total comp. must be equal to or greater than 100% ≥100%
3. Stat
e Waste Codes: N/A
4. Color
:
5. Physical S
tate at 70˚F: Solid Liquid Other:
6. Free Liquid Range P
ercentage: to N/A
7. pH: to N/A
8. Strong Odor
: Yes No Describe:
9. Flash Point
: <140˚F 140˚–199˚F ≥200˚ N/
A
D. REGULATORY INFORMATION
1. EPA Hazardous Waste? Yes* No
Code:
2. Stat
e Hazardous Waste? Y
es No
Code:
3. Is this material non-hazar
dous due to Treatment,
Delisting, or an E
xclusion? Yes*
No
4. Contains Underlying Haz
ardous Constituents? Yes*
No
5. From an indus
try regulated under Benzene NESHAP? Yes*
No
6. Facility r
emediation subject to 40 CFR 63 GGGGG? Yes*
No
7. CERCLA or S
tate-mandated clean-up? Yes*
No
8. NRC or St
ate-regulated radioactive or NORM waste? Yes*
No
*If Yes, see Addendum (page 2) for additional questions and space.
9. Contains PCBs?
If Yes, answer a, b and c. Yes
No
a. Regulated by 40 CFR 761? Y
es No
b. Remediation under 40 CFR 761.61 (a)? Yes
No
c. Were PCB impor
ted into the US? Yes
No
10. Regulated and/
or Untreated
Medical/
Infectious Waste? Yes
No
11. Contains A
sbestos? Yes
No
If Yes
: Non-Friable Non-Friable – Regulated Friable E. ANALYTICAL AND OTHER REPRESENTATIVE INFORMATION
1. Analytical attached Yes
Ple
ase identify applicable samples and/or lab reports:
2. Other information attached (such as MSDS)? Y
es
F. SHIPPING AND DOT INFORMATION
1. One-Time Event Repeat Event/Ongoing Business
2. Estimated Quantit
y/Unit of Measure:
Tons
Yards Drums Gallons Other:
3. Container T
ype and Size:
4. USDOT Pr
oper Shipping Name: N/
A
G. GENERATOR CERTIFICATION (PLEASE READ AND CERTIFY BY SIGNATURE) By signing this EZ Profile™ form, I hereby certify that all information submitted in this and all attached documents contain true and accurate descriptions of this material, and that all relevant information necessary for proper material characterization and to identify known and suspected hazards has been provided. Any analytical data attached was derived from a sample that is representative as defined in 40 CFR 261 - Appendix 1 or by using an equivalent method. All changes occurring in the character of the material (i.e., changes in the process or new analytical) will be identified by the Generator and be disclosed to Waste Management prior to providing the material to Waste Management.
If I am an agent signing on behalf of the Generator, I have confirmed with the Generator that information contained in this Profile is accurate and complete.
Name (Print): Date:
Title:
Company:
Certification Signature
EZ Profile™
Altamont Landfill & Resource Recovery
✔
City Of Alameda
1925 Sherman St.
Alameda CA 94501
Alameda
Estevan Munoz
[email protected]
(510) 935-9989
✔
✔
2490
American Ave.
Hayward CA 94545
Estevan Munoz
[email protected]
(510) 935-9989
✔
17-030
✔
Wooden Railroad Ties
Demolition/dismantling uncontaminated, weathered wood
products with preservatives (e.g. creosote, CCA,
pentachlorophenol). Treated wood is either RCRA exmpt per 40 CFR 261.4(b)(9) or is Non RCRA regulated. Treated wood is exempt per CA
Treated Wood e.g. railroad ties, supports
100 %
✔
Various
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
100
✔
Transfer Truck
✔
Estevan Munoz
11/10/2017
Project Engineer
Suarez & Munoz Construction, Inc.
632875CA
QUESTIONS? CALL 800 963 4776 FOR ASSISTANCE
Revised June 30, 2015
©2015 Waste Management
Only complete this Addendum if prompted by responses on EZ Profile™ (page 1) or to provide additional information. Sections and question numbers correspond to EZ Profile™.
Profile Number:
C. MATERIAL INFORMATION
Describe Process Generating Material (Continued from page 1): If more space is needed, ple ase attach additional pages.
Material Composition and Contaminants (Continued from page 1): If more space is needed, ple ase attach additional pages.
5. 6.
7. 8.
9. Total composition must be equal to or greater than 100% ≥100% D. REGULATORY INFORMATION
Only questions with a “Yes” response in Section D on the EZ Profile™ form (page 1) need to be answered here.
1. EPA Hazar
dous Waste
a. Please list all USEP
A listed and characteristic waste code numbers:
b. Is the material subject t
o the Alternative Debris standards (40 CFR 268.45)? Yes No
c. Is the material subject t
o the Alternative Soil standards (40 CFR 268.49)? If Yes, complete question 4. Yes No
d. Is the material ex
empt from Subpart CC Controls (40 CFR 264.1083)? Yes
No
If Y
es, please check one of the following:
Wast
e meets LDR or treatment exemptions for organics (40 CFR 264.1082(c)(2) or (c)(4)) Wast
e contains VOCs that average <500 ppmw (CFR 264.1082(c)(1)) – will require annual update.
2. Stat
e Hazardous Waste Please list all state waste codes:
3. For material that is T
reated, Delisted, or Excluded Please indicate the category, below:
Delist
ed Hazardous Waste
Ex
cluded Waste under 40 CFR 261.4 Specify Exclusion:
Tr
eated Hazardous Waste Debris Tr
eated Characteristic Hazardous Waste If checked, complete question 4.
4. Underlying Hazardous C
onstituents Please list all Underlying Hazardous Constituents:
5. Industries regulated under Benzene NESHAP include petroleum refineries, chemical manufacturing plants, coke by-product recovery plants, and TSDFs. a. Are you a TSDF? If yes, please complete Benzene NESHAP questionnaire. If not, continue. Yes No b. Does this material cont
ain benzene? Yes
No
1. If yes, what is the flow weighted av
erage concentration?
ppmw
c. What is your facility
’s current total annual benzene quantity in Megagrams? <1 Mg 1–9.99 Mg ≥10 Mg
d. Is this wast
e soil from a remediation? Yes
No
1. If yes, what is the benzene conc
entration in remediation waste?
ppmw
e. Does the wast
e contain >10% water/moisture? Yes
No
f. Has material been tre
ated to remove 99% of the benzene or to achieve <10 ppmw? Yes No
g. Is material ex
empt from controls in accordance with 40 CFR 61.342? Yes No
If yes, specif
y exemption:
h. Based on your knowledge of your wast
e and the BWON regulations, do you believe that this waste stream is subject to treatment and c
ontrol requirements at an off-site TSDF? Yes
No
6. 40 CFR 63 GGGGG Does the mat
erial contain <500 ppmw VOHAPs at the point of determination? Yes No
7. CERCLA or S
tate-Mandated clean up Please submit the Record of Decision or other documentation with process information to assist others in the evaluation for proper disposal. A “Determination of Acceptability” may be needed for CERCLA wastes not going to a CERCLA approved facility.
8. NRC or st
ate regulated radioactive or NORM Waste Please identify Isotopes and pCi/g:
EZ Profile™ Addendum
!
632875CA
Health and Safety Code 25150.7.
APPENDIX D
DETAILED AIR MONITORING DATA
Day Northwest Northeast Southwest Southeast
9/8/2017 11 30 30 63
9/11/2017 22 51 26 21
9/12/2017 21 57 32 39
9/13/2017 N/A1 34 1 20
9/14/2017 28 65 39 N/A2
9/15/2017 24 43 35 40
9/21/2017 10 30 18 18
9/22/2017 24 60 26 29
9/25/2017 63 79 23 26
9/26/2017 10 N/A3 69 N/A4
Notes:
1. Air Monitor Malfunction
2. Air monitor reading omitted due to lack of consistency with visual operations or other air monitor
3. Reading inaccurate due to lawn Mowing, weed whacking, and clearing alongside outside edge of site
4. Reading high due activities unrelated to excavation. Placement of mulch filled wattle caused excess dust and debris i
5. The same air monitors were used for each location everyday air monitoring was used
6. In the case two or more air logging periods, the time weighted average was calculated between the two overall avera Time Weighted Averages (µ/m^3)
in the air.
ge concentrations of PM10 and is shown above
Date Time Average (mg/m^3)
8-Sep 07:44:20 0.029
8-Sep 07:45:20 0.03
8-Sep 07:46:20 0.026
8-Sep 07:47:20 0.024
8-Sep 07:48:20 0.019
8-Sep 07:49:20 0.02
8-Sep 07:50:20 0.022
8-Sep 07:51:20 0.022
8-Sep 07:52:20 0.058
8-Sep 07:53:20 0.024
8-Sep 07:54:20 0.017
8-Sep 07:55:20 0.025
8-Sep 07:56:20 0.017
8-Sep 07:57:20 0.011
8-Sep 07:58:20 0.013
8-Sep 07:59:20 0.019
8-Sep 08:00:20 0.016
8-Sep 08:01:20 0.022
8-Sep 08:02:20 0.024
8-Sep 08:03:20 0.024
8-Sep 08:04:20 0.022
8-Sep 08:05:20 0.028
8-Sep 08:06:20 0.029
8-Sep 08:07:20 0.029
8-Sep 08:08:20 0.024
8-Sep 08:09:20 0.023
8-Sep 08:10:20 0.023
8-Sep 08:11:20 0.029
8-Sep 08:12:20 0.024
8-Sep 08:13:20 0.021
8-Sep 08:14:20 0.028
8-Sep 08:15:20 0.021
8-Sep 08:16:20 0.024
8-Sep 08:17:20 0.022
8-Sep 08:18:20 0.027
8-Sep 08:19:20 0.031
8-Sep 08:20:20 0.025
8-Sep 08:21:20 0.022
8-Sep 08:22:20 0.019
8-Sep 08:23:20 0.018
8-Sep 08:24:20 0.023
8-Sep 08:25:20 0.021
8-Sep 08:26:20 0.017
8-Sep 08:27:20 0.018
8-Sep 08:28:20 0.018
8-Sep 08:29:20 0.021
8-Sep 08:30:20 0.024
8-Sep 08:31:20 0.027
8-Sep 08:32:20 0.02
8-Sep 08:33:20 0.033
8-Sep 08:34:20 0.027
8-Sep 08:35:20 0.024
8-Sep 08:36:20 0.022
8-Sep 08:37:20 0.022
8-Sep 08:38:20 0.022
8-Sep 08:39:20 0.021
8-Sep 08:40:20 0.023
8-Sep 08:41:20 0.017
8-Sep 08:42:20 0.016
8-Sep 08:43:20 0.018
8-Sep 08:44:20 0.027
8-Sep 08:45:20 0.028
8-Sep 08:46:20 0.027
8-Sep 08:47:20 0.025
8-Sep 08:48:20 0.023
8-Sep 08:49:20 0.028
8-Sep 08:50:20 0.02
8-Sep 08:51:20 0.02
8-Sep 08:52:20 0.015
8-Sep 08:53:20 0.015
8-Sep 08:54:20 0.015
8-Sep 08:55:20 0.015
8-Sep 08:56:20 0.023
8-Sep 08:57:20 0.019
8-Sep 08:58:20 0.016
8-Sep 08:59:20 0.015
8-Sep 09:00:20 0.015
8-Sep 09:01:20 0.013
8-Sep 09:02:20 0.014
8-Sep 09:03:20 0.099
8-Sep 09:04:20 0.023
8-Sep 09:05:20 0.022
8-Sep 09:06:20 0.015
8-Sep 09:07:20 0.032
8-Sep 09:08:20 0.02
8-Sep 09:09:20 0.02
8-Sep 09:10:20 0.019
8-Sep 09:11:20 0.024
8-Sep 09:12:20 0.03
8-Sep 09:13:20 0.029
8-Sep 09:14:20 0.029
8-Sep 09:15:20 0.026
8-Sep 09:16:20 0.025
8-Sep 09:17:20 0.021
8-Sep 09:18:20 0.024
8-Sep 09:19:20 0.025
8-Sep 09:20:20 0.025
8-Sep 09:21:20 0.022
8-Sep 09:22:20 0.02
8-Sep 09:23:20 0.02
8-Sep 09:24:20 0.022
8-Sep 09:25:20 0.019
8-Sep 09:26:20 0.026
8-Sep 09:27:20 0.022
8-Sep 09:28:20 0.029
8-Sep 09:29:20 0.036
8-Sep 09:30:20 0.025
8-Sep 09:31:20 0.026
8-Sep 09:32:20 0.021
8-Sep 09:33:20 0.022
8-Sep 09:34:20 0.03
8-Sep 09:35:20 0.015
8-Sep 09:36:20 0.01
8-Sep 09:37:20 0.009
8-Sep 09:38:20 0.007
8-Sep 09:39:20 0.011
8-Sep 09:40:20 0.019
8-Sep 09:41:20 0.007
8-Sep 09:42:20 0.003
8-Sep 09:43:20 0.007
8-Sep 09:44:20 0
8-Sep 09:45:20 0.001
8-Sep 09:46:20 0
8-Sep 09:47:20 0.001
8-Sep 09:48:20 0
8-Sep 09:49:20 0
8-Sep 09:50:20 0
8-Sep 09:51:20 0.003
8-Sep 09:52:20 0
8-Sep 09:53:20 0
8-Sep 09:54:20 0
8-Sep 09:55:20 0
8-Sep 09:56:20 0
8-Sep 09:57:20 0
8-Sep 09:58:20 0
8-Sep 09:59:20 0
8-Sep 10:00:20 0
8-Sep 10:01:20 0
8-Sep 10:02:20 0.006
8-Sep 10:03:20 0
8-Sep 10:04:20 0
8-Sep 10:05:20 0.001
8-Sep 10:06:20 0
8-Sep 10:07:20 0.002
8-Sep 10:08:20 0
8-Sep 10:09:20 0
8-Sep 10:10:20 0
8-Sep 10:11:20 0
8-Sep 10:12:20 0
8-Sep 10:13:20 0
8-Sep 10:14:20 0
8-Sep 10:15:20 0
8-Sep 10:16:20 0
8-Sep 10:17:20 0
8-Sep 10:18:20 0
8-Sep 10:19:20 0
8-Sep 10:20:20 0
8-Sep 10:21:20 0.001
8-Sep 10:22:20 0
8-Sep 10:23:20 0
8-Sep 10:24:20 0.264
8-Sep 10:25:20 0.006
8-Sep 10:26:20 0
8-Sep 10:27:20 0
8-Sep 10:28:20 0
8-Sep 10:29:20 0
8-Sep 10:30:20 0
8-Sep 10:31:20 0
8-Sep 10:32:20 0
8-Sep 10:33:20 0
8-Sep 10:34:20 0
8-Sep 10:35:20 0
8-Sep 10:36:20 0
8-Sep 10:37:20 0
8-Sep 10:38:20 0
8-Sep 10:39:20 0
8-Sep 10:40:20 0
8-Sep 10:41:20 0
8-Sep 10:42:20 0
8-Sep 10:43:20 0
8-Sep 10:44:20 0
8-Sep 10:45:20 0
8-Sep 10:46:20 0
8-Sep 10:47:20 0
8-Sep 10:48:20 0
8-Sep 10:49:20 0
8-Sep 10:50:20 0
8-Sep 10:51:20 0.001
8-Sep 10:52:20 0
8-Sep 10:53:20 0
8-Sep 10:54:20 0
8-Sep 10:55:20 0
8-Sep 10:56:20 0
8-Sep 10:57:20 0
8-Sep 10:58:20 0
8-Sep 10:59:20 0
8-Sep 11:00:20 0
8-Sep 11:01:20 0
8-Sep 11:02:20 0
8-Sep 11:03:20 0
8-Sep 11:04:20 0
8-Sep 11:05:20 0
8-Sep 11:06:20 0
8-Sep 11:07:20 0
8-Sep 11:08:20 0
8-Sep 11:09:20 0
8-Sep 11:10:20 0
8-Sep 11:11:20 0
8-Sep 11:12:20 0
8-Sep 11:13:20 0
8-Sep 11:14:20 0
8-Sep 11:15:20 0
8-Sep 11:16:20 0
8-Sep 11:17:20 0
8-Sep 11:18:20 0
8-Sep 11:19:20 0
8-Sep 11:20:20 0
8-Sep 11:21:20 0
8-Sep 11:22:20 0
8-Sep 11:23:20 0
8-Sep 11:24:20 0
8-Sep 11:25:20 0
8-Sep 11:26:20 0
8-Sep 11:27:20 0
8-Sep 11:28:20 0
8-Sep 11:29:20 0
8-Sep 11:30:20 0
8-Sep 11:31:20 0
8-Sep 11:32:20 0
8-Sep 11:33:20 0
8-Sep 11:34:20 0
8-Sep 11:35:20 0
8-Sep 11:36:20 0
8-Sep 11:37:20 0
8-Sep 11:38:20 0
8-Sep 11:39:20 0
8-Sep 11:40:20 0
8-Sep 11:41:20 0
8-Sep 11:42:20 0
8-Sep 11:43:20 0
8-Sep 11:44:20 0
8-Sep 11:45:20 0
8-Sep 11:46:20 0
8-Sep 11:47:20 0
8-Sep 11:48:20 0
8-Sep 11:49:20 0
8-Sep 11:50:20 0
8-Sep 11:51:20 0
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25-Sep 11:42:38 0.109
25-Sep 11:43:38 0.019
25-Sep 11:44:38 0.02
25-Sep 11:45:38 0.02
25-Sep 11:46:38 0.023
25-Sep 11:47:38 0.018
25-Sep 11:48:38 0.018
25-Sep 11:49:38 0.031
25-Sep 11:50:38 0.018
25-Sep 11:51:38 0.019
25-Sep 11:52:38 0.017
25-Sep 11:53:38 0.017
25-Sep 11:54:38 0.02
25-Sep 11:55:38 0.018
25-Sep 11:56:38 0.016
25-Sep 11:57:38 0.018
25-Sep 11:58:38 0.02
25-Sep 11:59:38 0.017
25-Sep 12:00:38 0.068
25-Sep 12:01:38 0.017
25-Sep 12:02:38 0.019
25-Sep 12:03:38 0.017
25-Sep 12:04:38 0.041
25-Sep 12:05:38 0.017
25-Sep 12:06:38 0.019
25-Sep 12:07:38 0.017
25-Sep 12:08:38 0.016
25-Sep 12:09:38 0.015
25-Sep 12:10:38 0.017
25-Sep 12:11:38 0.084
25-Sep 12:12:38 0.187
25-Sep 12:13:38 0.063
25-Sep 12:14:38 0.155
25-Sep 12:15:38 0.109
25-Sep 12:16:38 0.127
25-Sep 12:17:38 0.017
25-Sep 12:18:38 0.016
25-Sep 12:19:38 0.103
25-Sep 12:20:38 0.017
25-Sep 12:21:38 0.015
25-Sep 12:22:38 0.014
25-Sep 12:23:38 0.014
25-Sep 12:24:38 0.054
25-Sep 12:25:38 0.035
25-Sep 12:26:38 0.017
25-Sep 12:27:38 0.016
25-Sep 12:28:38 0.186
25-Sep 12:29:38 0.017
25-Sep 12:30:38 0.756
25-Sep 12:31:38 0.184
25-Sep 12:32:38 0.031
25-Sep 12:33:38 0.261
25-Sep 12:34:38 0.017
25-Sep 12:35:38 0.02
25-Sep 12:36:38 0.057
25-Sep 12:37:38 0.02
25-Sep 12:38:38 0.034
25-Sep 12:39:38 0.018
25-Sep 12:40:38 0.016
25-Sep 12:41:38 0.015
25-Sep 12:42:38 0.016
25-Sep 12:43:38 0.017
25-Sep 12:44:38 0.018
25-Sep 12:45:38 0.019
25-Sep 12:46:38 0.017
25-Sep 12:47:38 0.02
25-Sep 12:48:38 0.016
25-Sep 12:49:38 0.015
25-Sep 12:50:38 0.02
25-Sep 12:51:38 0.015
25-Sep 12:52:38 0.015
25-Sep 12:53:38 0.016
25-Sep 12:54:38 0.032
25-Sep 12:55:38 0.15
25-Sep 12:56:38 0.044
25-Sep 12:57:38 0.018
25-Sep 12:58:38 0.03
25-Sep 12:59:38 0.015
25-Sep 13:00:38 0.016
25-Sep 13:01:38 0.016
25-Sep 13:02:38 0.017
25-Sep 13:03:38 0.017
25-Sep 13:04:38 0.031
25-Sep 13:05:38 0.025
25-Sep 13:06:38 0.039
25-Sep 13:07:38 0.209
25-Sep 13:08:38 0.152
25-Sep 13:09:38 0.015
25-Sep 13:10:38 0.015
25-Sep 13:11:38 0.026
25-Sep 13:12:38 0.301
25-Sep 13:13:38 1.999
25-Sep 13:14:38 0.017
25-Sep 13:15:38 0.022
25-Sep 13:16:38 0.026
25-Sep 13:17:38 0.017
25-Sep 13:18:38 0.019
25-Sep 13:19:38 0.016
25-Sep 13:20:38 0.024
25-Sep 13:21:38 0.024
25-Sep 13:22:38 0.123
25-Sep 13:23:38 0.016
25-Sep 13:24:38 0.016
25-Sep 13:25:38 0.015
25-Sep 13:26:38 0.021
25-Sep 13:27:38 0.208
25-Sep 13:28:38 0.023
25-Sep 13:29:38 0.101
25-Sep 13:30:38 0.015
25-Sep 13:31:38 0.02
25-Sep 13:32:38 0.018
25-Sep 13:33:38 0.016
25-Sep 13:34:38 0.015
25-Sep 13:35:38 0.017
25-Sep 13:36:38 0.095
25-Sep 13:37:38 0.019
25-Sep 13:38:38 0.018
25-Sep 13:39:38 0.373
25-Sep 13:40:38 0.022
25-Sep 13:41:38 0.017
25-Sep 13:42:38 0.017
25-Sep 13:43:38 0.017
25-Sep 13:44:38 0.015
25-Sep 13:45:38 0.019
25-Sep 13:46:38 0.018
25-Sep 13:47:38 0.017
25-Sep 13:48:38 0.015
25-Sep 13:49:38 0.015
25-Sep 13:50:38 0.017
25-Sep 13:51:38 0.023
25-Sep 13:52:38 0.016
25-Sep 13:53:38 0.016
25-Sep 13:54:38 0.017
25-Sep 13:55:38 0.019
25-Sep 13:56:38 0.015
25-Sep 13:57:38 0.015
25-Sep 13:58:38 0.018
25-Sep 13:59:38 0.016
25-Sep 14:00:38 0.02
25-Sep 14:01:38 0.021
25-Sep 14:02:38 0.026
25-Sep 14:03:38 0.015
25-Sep 14:04:38 0.016
25-Sep 14:05:38 0.015
25-Sep 14:06:38 0.017
25-Sep 14:07:38 0.016
25-Sep 14:08:38 0.016
25-Sep 14:09:38 0.016
25-Sep 14:10:38 0.016
25-Sep 14:11:38 0.018
25-Sep 14:12:38 0.017
25-Sep 14:13:38 0.017
25-Sep 14:14:38 0.016
Date Time Average (mg/m^3)
8-Sep 07:49:30 0.024
8-Sep 07:50:30 0.023
8-Sep 07:51:30 0.027
8-Sep 07:52:30 0.021
8-Sep 07:53:30 0.024
8-Sep 07:54:30 0.025
8-Sep 07:55:30 0.024
8-Sep 07:56:30 0.023
8-Sep 07:57:30 0.024
8-Sep 07:58:30 0.022
8-Sep 07:59:30 0.03
8-Sep 08:00:30 0.033
8-Sep 08:01:30 0.036
8-Sep 08:02:30 0.036
8-Sep 08:03:30 0.037
8-Sep 08:04:30 0.034
8-Sep 08:05:30 0.035
8-Sep 08:06:30 0.038
8-Sep 08:07:30 0.036
8-Sep 08:08:30 0.038
8-Sep 08:09:30 0.045
8-Sep 08:10:30 0.037
8-Sep 08:11:30 0.041
8-Sep 08:12:30 0.039
8-Sep 08:13:30 0.041
8-Sep 08:14:30 0.042
8-Sep 08:15:30 0.038
8-Sep 08:16:30 0.036
8-Sep 08:17:30 0.037
8-Sep 08:18:30 0.042
8-Sep 08:19:30 0.048
8-Sep 08:20:30 0.042
8-Sep 08:21:30 0.039
8-Sep 08:22:30 0.041
8-Sep 08:23:30 0.043
8-Sep 08:24:30 0.041
8-Sep 08:25:30 0.044
8-Sep 08:26:30 0.043
8-Sep 08:27:30 0.055
8-Sep 08:28:30 0.047
8-Sep 08:29:30 0.047
8-Sep 08:30:30 0.049
8-Sep 08:31:30 0.048
8-Sep 08:32:30 0.049
8-Sep 08:33:30 0.048
8-Sep 08:34:30 0.05
8-Sep 08:35:30 0.052
8-Sep 08:36:30 0.051
8-Sep 08:37:30 0.047
8-Sep 08:38:30 0.049
8-Sep 08:39:30 0.047
8-Sep 08:40:30 0.045
8-Sep 08:41:30 0.051
8-Sep 08:42:30 0.054
8-Sep 08:43:30 0.056
8-Sep 08:44:30 0.057
8-Sep 08:45:30 0.054
8-Sep 08:46:30 0.052
8-Sep 08:47:30 0.054
8-Sep 08:48:30 0.051
8-Sep 08:49:30 0.052
8-Sep 08:50:30 0.05
8-Sep 08:51:30 0.05
8-Sep 08:52:30 0.053
8-Sep 08:53:30 0.051
8-Sep 08:54:30 0.055
8-Sep 08:55:30 0.056
8-Sep 08:56:30 0.051
8-Sep 08:57:30 0.05
8-Sep 08:58:30 0.048
8-Sep 08:59:30 0.047
8-Sep 09:00:30 0.048
8-Sep 09:01:30 0.051
8-Sep 09:02:30 0.05
8-Sep 09:03:30 0.053
8-Sep 09:04:30 0.055
8-Sep 09:05:30 0.052
8-Sep 09:06:30 0.057
8-Sep 09:07:30 0.052
8-Sep 09:08:30 0.055
8-Sep 09:09:30 0.054
8-Sep 09:10:30 0.057
8-Sep 09:11:30 0.057
8-Sep 09:12:30 0.056
8-Sep 09:13:30 0.056
8-Sep 09:14:30 0.059
8-Sep 09:15:30 0.065
8-Sep 09:16:30 0.059
8-Sep 09:17:30 0.058
8-Sep 09:18:30 0.059
8-Sep 09:19:30 0.061
8-Sep 09:20:30 0.062
8-Sep 09:21:30 0.061
8-Sep 09:22:30 0.057
8-Sep 09:23:30 0.053
8-Sep 09:24:30 0.055
8-Sep 09:25:30 0.056
8-Sep 09:26:30 0.062
8-Sep 09:27:30 0.056
8-Sep 09:28:30 0.057
8-Sep 09:29:30 0.058
8-Sep 09:30:30 0.057
8-Sep 09:31:30 0.057
8-Sep 09:32:30 0.056
8-Sep 09:33:30 0.059
8-Sep 09:34:30 0.054
8-Sep 09:35:30 0.051
8-Sep 09:36:30 0.052
8-Sep 09:37:30 0.055
8-Sep 09:38:30 0.056
8-Sep 09:39:30 0.055
8-Sep 09:40:30 0.051
8-Sep 09:41:30 0.052
8-Sep 09:42:30 0.042
8-Sep 09:43:30 0.036
8-Sep 09:44:30 0.042
8-Sep 09:45:30 0.036
8-Sep 09:46:30 0.033
8-Sep 09:47:30 0.032
8-Sep 09:48:30 0.043
8-Sep 09:49:30 0.036
8-Sep 09:50:30 0.026
8-Sep 09:51:30 0.027
8-Sep 09:52:30 0.026
8-Sep 09:53:30 0.025
8-Sep 09:54:30 0.03
8-Sep 09:55:30 0.022
8-Sep 09:56:30 0.02
8-Sep 09:57:30 0.02
8-Sep 09:58:30 0.021
8-Sep 09:59:30 0.019
8-Sep 10:00:30 0.019
8-Sep 10:01:30 0.019
8-Sep 10:02:30 0.027
8-Sep 10:03:30 0.027
8-Sep 10:04:30 0.02
8-Sep 10:05:30 0.02
8-Sep 10:06:30 0.021
8-Sep 10:07:30 0.021
8-Sep 10:08:30 0.02
8-Sep 10:09:30 0.024
8-Sep 10:10:30 0.03
8-Sep 10:11:30 0.03
8-Sep 10:12:30 0.027
8-Sep 10:13:30 0.027
8-Sep 10:14:30 0.026
8-Sep 10:15:30 0.026
8-Sep 10:16:30 0.024
8-Sep 10:17:30 0.025
8-Sep 10:18:30 0.034
8-Sep 10:19:30 0.028
8-Sep 10:20:30 0.026
8-Sep 10:21:30 0.027
8-Sep 10:22:30 0.023
8-Sep 10:23:30 0.023
8-Sep 10:24:30 0.024
8-Sep 10:25:30 0.036
8-Sep 10:26:30 0.023
8-Sep 10:27:30 0.022
8-Sep 10:28:30 0.021
8-Sep 10:29:30 0.022
8-Sep 10:30:30 0.021
8-Sep 10:31:30 0.023
8-Sep 10:32:30 0.022
8-Sep 10:33:30 0.031
8-Sep 10:34:30 0.037
8-Sep 10:35:30 0.023
8-Sep 10:36:30 0.021
8-Sep 10:37:30 0.022
8-Sep 10:38:30 0.023
8-Sep 10:39:30 0.022
8-Sep 10:40:30 0.023
8-Sep 10:41:30 0.024
8-Sep 10:42:30 0.021
8-Sep 10:43:30 0.022
8-Sep 10:44:30 0.02
8-Sep 10:45:30 0.03
8-Sep 10:46:30 0.022
8-Sep 10:47:30 0.023
8-Sep 10:48:30 0.023
8-Sep 10:49:30 0.023
8-Sep 10:50:30 0.025
8-Sep 10:51:30 0.023
8-Sep 10:52:30 0.03
8-Sep 10:53:30 0.021
8-Sep 10:54:30 0.022
8-Sep 10:55:30 0.021
8-Sep 10:56:30 0.02
8-Sep 10:57:30 0.02
8-Sep 10:58:30 0.019
8-Sep 10:59:30 0.02
8-Sep 11:00:30 0.04
8-Sep 11:01:30 0.02
8-Sep 11:02:30 0.019
8-Sep 11:03:30 0.02
8-Sep 11:04:30 0.018
8-Sep 11:05:30 0.024
8-Sep 11:06:30 0.021
8-Sep 11:07:30 0.022
8-Sep 11:08:30 0.019
8-Sep 11:09:30 0.018
8-Sep 11:10:30 0.018
8-Sep 11:11:30 0.018
8-Sep 11:12:30 0.018
8-Sep 11:13:30 0.017
8-Sep 11:14:30 0.02
8-Sep 11:15:30 0.023
8-Sep 11:16:30 0.023
8-Sep 11:17:30 0.022
8-Sep 11:18:30 0.024
8-Sep 11:19:30 0.022
8-Sep 11:20:30 0.037
8-Sep 11:21:30 0.023
8-Sep 11:22:30 0.024
8-Sep 11:23:30 0.029
8-Sep 11:24:30 0.023
8-Sep 11:25:30 0.023
8-Sep 11:26:30 0.023
8-Sep 11:27:30 0.022
8-Sep 11:28:30 0.021
8-Sep 11:29:30 0.023
8-Sep 11:30:30 0.027
8-Sep 11:31:30 0.022
8-Sep 11:32:30 0.021
8-Sep 11:33:30 0.023
8-Sep 11:34:30 0.026
8-Sep 11:35:30 0.026
8-Sep 11:36:30 0.024
8-Sep 11:37:30 0.023
8-Sep 11:38:30 0.023
8-Sep 11:39:30 0.024
8-Sep 11:40:30 0.026
8-Sep 11:41:30 0.064
8-Sep 11:42:30 0.029
8-Sep 11:43:30 0.02
8-Sep 11:44:30 0.019
8-Sep 11:45:30 0.021
8-Sep 11:46:30 0.017
8-Sep 11:47:30 0.017
8-Sep 11:48:30 0.026
8-Sep 11:49:30 0.02
8-Sep 11:50:30 0.02
8-Sep 11:51:30 0.024
8-Sep 11:52:30 0.022
8-Sep 11:53:30 0.021
8-Sep 11:54:30 0.02
8-Sep 11:55:30 0.023
8-Sep 11:56:30 0.021
8-Sep 11:57:30 0.02
8-Sep 11:58:30 0.024
8-Sep 11:59:30 0.019
8-Sep 12:00:30 0.018
8-Sep 12:01:30 0.02
8-Sep 12:02:30 0.02
8-Sep 12:03:30 0.02
8-Sep 12:04:30 0.017
8-Sep 12:05:30 0.022
8-Sep 12:06:30 0.02
8-Sep 12:07:30 0.021
8-Sep 12:08:30 0.023
8-Sep 12:09:30 0.019
8-Sep 12:10:30 0.021
8-Sep 12:11:30 0.021
8-Sep 12:12:30 0.02
8-Sep 12:13:30 0.018
8-Sep 12:14:30 0.018
8-Sep 12:15:30 0.018
8-Sep 12:16:30 0.021
8-Sep 12:17:30 0.019
8-Sep 12:18:30 0.028
8-Sep 12:19:30 0.044
8-Sep 12:20:30 0.02
8-Sep 12:21:30 0.018
8-Sep 12:22:30 0.018
8-Sep 12:23:30 0.019
8-Sep 12:24:30 0.021
8-Sep 12:25:30 0.018
8-Sep 12:26:30 0.021
8-Sep 12:27:30 0.019
8-Sep 12:28:30 0.02
8-Sep 12:29:30 0.015
8-Sep 12:30:30 0.017
8-Sep 12:31:30 0.024
8-Sep 12:32:30 0.083
8-Sep 12:33:30 0.024
8-Sep 12:34:30 0.019
8-Sep 12:35:30 0.016
8-Sep 12:36:30 0.018
8-Sep 12:37:30 0.018
8-Sep 12:38:30 0.018
8-Sep 12:39:30 0.045
8-Sep 12:40:30 0.021
8-Sep 12:41:30 0.016
8-Sep 12:42:30 0.019
8-Sep 12:43:30 0.089
8-Sep 12:44:30 0.031
8-Sep 12:45:30 0.019
8-Sep 12:46:30 0.018
8-Sep 12:47:30 0.019
8-Sep 12:48:30 0.019
8-Sep 12:49:30 0.019
8-Sep 12:50:30 0.018
8-Sep 12:51:30 0.07
8-Sep 12:52:30 0.043
8-Sep 12:53:30 0.019
8-Sep 12:54:30 0.019
8-Sep 12:55:30 0.019
8-Sep 12:56:30 0.025
8-Sep 12:57:30 0.019
8-Sep 12:58:30 0.021
8-Sep 12:59:30 0.022
8-Sep 13:00:30 0.025
8-Sep 13:01:30 0.052
8-Sep 13:02:30 0.021
8-Sep 13:03:30 0.023
8-Sep 13:04:30 0.022
8-Sep 13:05:30 0.019
8-Sep 13:06:30 0.021
8-Sep 13:07:30 0.018
8-Sep 13:08:30 0.019
8-Sep 13:09:30 0.021
8-Sep 13:10:30 0.021
8-Sep 13:11:30 0.019
8-Sep 13:12:30 0.019
8-Sep 13:13:30 0.02
8-Sep 13:14:30 0.02
8-Sep 13:15:30 0.02
8-Sep 13:16:30 0.021
8-Sep 13:17:30 0.018
8-Sep 13:18:30 0.022
8-Sep 13:19:30 0.049
8-Sep 13:20:30 0.019
8-Sep 13:21:30 0.019
8-Sep 13:22:30 0.02
8-Sep 13:23:30 0.028
8-Sep 13:24:30 0.02
8-Sep 13:25:30 0.019
8-Sep 13:26:30 0.021
8-Sep 13:27:30 0.019
8-Sep 13:28:30 0.026
8-Sep 13:29:30 0.03
8-Sep 13:30:30 0.021
8-Sep 13:31:30 0.015
8-Sep 13:32:30 0.016
8-Sep 13:33:30 0.015
8-Sep 13:34:30 0.015
8-Sep 13:35:30 0.016
8-Sep 13:36:30 0.015
8-Sep 13:37:30 0.018
8-Sep 13:38:30 0.017
8-Sep 13:39:30 0.021
8-Sep 13:40:30 0.018
8-Sep 13:41:30 0.017
8-Sep 13:42:30 0.018
8-Sep 13:43:30 0.016
8-Sep 13:44:30 0.015
8-Sep 13:45:30 0.016
8-Sep 13:46:30 0.016
8-Sep 13:47:30 0.016
8-Sep 13:48:30 0.017
8-Sep 13:49:30 0.028
8-Sep 13:50:30 0.025
8-Sep 13:51:30 0.018
8-Sep 13:52:30 0.018
8-Sep 13:53:30 0.018
8-Sep 13:54:30 0.047
8-Sep 13:55:30 0.025
8-Sep 13:56:30 0.041
8-Sep 13:57:30 0.016
8-Sep 13:58:30 0.017
8-Sep 13:59:30 0.016
8-Sep 14:00:30 0.018
8-Sep 14:01:30 0.015
8-Sep 14:02:30 0.035
8-Sep 14:03:30 0.018
8-Sep 14:04:30 0.016
8-Sep 14:05:30 0.017
8-Sep 14:06:30 0.016
8-Sep 14:07:30 0.017
8-Sep 14:08:30 0.017
8-Sep 14:09:30 0.017
8-Sep 14:10:30 0.019
8-Sep 14:11:30 0.017
8-Sep 14:12:30 0.017
8-Sep 14:13:30 0.017
8-Sep 14:14:30 0.017
8-Sep 14:15:30 0.016
8-Sep 14:16:30 0.017
8-Sep 14:17:30 0.015
8-Sep 14:18:30 0.016
8-Sep 14:19:30 0.015
8-Sep 14:20:30 0.016
8-Sep 14:21:30 0.364
8-Sep 14:22:30 0.026
8-Sep 14:23:30 0.017
8-Sep 14:24:30 0.016
8-Sep 14:25:30 0.018
8-Sep 14:26:30 0.018
8-Sep 14:27:30 0.022
8-Sep 14:28:30 0.022
8-Sep 14:29:30 0.018
8-Sep 14:30:30 0.235
8-Sep 14:31:30 0.016
8-Sep 14:32:30 0.016
8-Sep 14:33:30 0.016
8-Sep 14:34:30 0.017
8-Sep 14:35:30 0.017
8-Sep 14:36:30 0.016
8-Sep 14:37:30 0.016
8-Sep 14:38:30 0.016
8-Sep 14:39:30 0.016
8-Sep 14:40:30 0.018
8-Sep 14:41:30 0.023
8-Sep 14:42:30 0.02
8-Sep 14:43:30 0.024
8-Sep 14:44:30 0.019
8-Sep 14:45:30 0.019
8-Sep 14:46:30 0.021
8-Sep 14:47:30 0.019
8-Sep 14:48:30 0.02
8-Sep 14:49:30 0.053
8-Sep 14:50:30 0.025
8-Sep 14:51:30 0.018
8-Sep 14:52:30 0.02
8-Sep 14:53:30 0.017
8-Sep 14:54:30 0.019
8-Sep 14:55:30 0.018
8-Sep 14:56:30 0.019
8-Sep 14:57:30 0.022
8-Sep 14:58:30 0.019
8-Sep 14:59:30 0.019
8-Sep 15:00:30 0.02
8-Sep 15:01:30 0.02
8-Sep 15:02:30 0.02
8-Sep 15:03:30 0.021
8-Sep 15:04:30 0.021
8-Sep 15:05:30 0.019
8-Sep 15:06:30 0.021
8-Sep 15:07:30 0.02
8-Sep 15:08:30 0.021
8-Sep 15:09:30 0.021
8-Sep 15:10:30 0.022
8-Sep 15:11:30 0.022
8-Sep 15:12:30 0.024
8-Sep 15:13:30 0.024
8-Sep 15:14:30 0.024
8-Sep 15:15:30 0.023
8-Sep 15:16:30 0.025
8-Sep 15:17:30 0.023
8-Sep 15:18:30 0.022
8-Sep 15:19:30 0.024
8-Sep 15:20:30 0.023
8-Sep 15:21:30 0.046
8-Sep 15:22:30 0.025
8-Sep 15:23:30 0.025
8-Sep 15:24:30 0.028
8-Sep 15:25:30 0.026
8-Sep 15:26:30 0.03
8-Sep 15:27:30 0.031
8-Sep 15:28:30 0.029
8-Sep 15:29:30 0.027
8-Sep 15:30:30 0.027
8-Sep 15:31:30 0.026
8-Sep 15:32:30 0.027
8-Sep 15:33:30 0.028
8-Sep 15:34:30 0.03
8-Sep 15:35:30 0.029
8-Sep 15:36:30 0.028
8-Sep 15:37:30 0.031
8-Sep 15:38:30 0.032
8-Sep 15:39:30 0.032
8-Sep 15:40:30 0.033
8-Sep 15:41:30 0.034
8-Sep 15:42:30 0.029
8-Sep 15:43:30 0.029
8-Sep 15:44:30 0.027
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21-Sep 08:47:23 0.049
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22-Sep 07:25:08 0.048
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26-Sep 07:42:01 0.126
26-Sep 07:43:01 0.128
26-Sep 07:44:01 0.124
26-Sep 07:45:01 0.115
26-Sep 07:46:01 0.086
26-Sep 07:47:01 0.089
26-Sep 07:48:01 0.102
26-Sep 07:49:01 0.177
26-Sep 07:50:01 0.173
26-Sep 07:51:01 0.094
26-Sep 07:52:01 0.293
26-Sep 07:53:01 0.221
26-Sep 07:54:01 0.201
26-Sep 07:55:01 0.206
26-Sep 07:56:01 0.146
26-Sep 07:57:01 0.106
26-Sep 07:58:01 0.11
26-Sep 07:59:01 0.116
26-Sep 08:00:01 0.101
26-Sep 08:01:01 0.112
26-Sep 08:02:01 0.082
26-Sep 08:03:01 0.091
26-Sep 08:04:01 0.085
26-Sep 08:05:01 0.095
26-Sep 08:06:01 0.086
26-Sep 08:07:01 0.079
26-Sep 08:08:01 0.08
26-Sep 08:09:01 0.085
26-Sep 08:10:01 0.083
26-Sep 08:11:01 0.075
26-Sep 08:12:01 0.07
26-Sep 08:13:01 0.076
26-Sep 08:14:01 0.097
26-Sep 08:15:01 0.071
26-Sep 08:16:01 0.072
26-Sep 08:17:01 0.071
26-Sep 08:18:01 0.102
26-Sep 08:19:01 0.09
26-Sep 08:20:01 0.083
26-Sep 08:21:01 0.074
26-Sep 08:22:01 0.072
26-Sep 08:23:01 0.074
26-Sep 08:24:01 0.068
26-Sep 08:25:01 0.073
26-Sep 08:26:01 0.087
26-Sep 08:27:01 0.076
26-Sep 08:28:01 0.078
26-Sep 08:29:01 0.092
26-Sep 08:30:01 0.081
26-Sep 08:31:01 0.084
26-Sep 08:32:01 0.085
26-Sep 08:33:01 0.074
26-Sep 08:34:01 0.08
26-Sep 08:35:01 0.088
26-Sep 08:36:01 0.088
26-Sep 08:37:01 0.092
26-Sep 08:38:01 0.111
26-Sep 08:39:01 0.084
26-Sep 08:40:01 0.079
26-Sep 08:41:01 0.078
26-Sep 08:42:01 0.077
26-Sep 08:43:01 0.073
26-Sep 08:44:01 0.071
26-Sep 08:45:01 0.073
26-Sep 08:46:01 0.073
26-Sep 08:47:01 0.072
26-Sep 08:48:01 0.074
26-Sep 08:49:01 0.071
26-Sep 08:50:01 0.572
26-Sep 08:51:01 0.073
26-Sep 08:52:01 0.073
26-Sep 08:53:01 0.073
26-Sep 08:54:01 0.21
26-Sep 08:55:01 0.077
26-Sep 08:56:01 0.076
26-Sep 08:57:01 0.073
26-Sep 08:58:01 0.072
26-Sep 08:59:01 0.072
26-Sep 09:00:01 0.081
26-Sep 09:01:01 0.079
26-Sep 09:02:01 0.078
26-Sep 09:03:01 0.073
26-Sep 09:04:01 0.087
26-Sep 09:05:01 0.074
26-Sep 09:06:01 0.081
26-Sep 09:07:01 0.084
26-Sep 09:08:01 0.074
26-Sep 09:09:01 0.07
26-Sep 09:10:01 0.068
26-Sep 09:11:01 0.068
26-Sep 09:12:01 0.071
26-Sep 09:13:01 0.069
26-Sep 09:14:01 0.071
26-Sep 09:15:01 0.069
26-Sep 09:16:01 0.069
26-Sep 09:17:01 0.067
26-Sep 09:18:01 0.067
26-Sep 09:19:01 0.07
26-Sep 09:20:01 0.07
26-Sep 09:21:01 0.07
26-Sep 09:22:01 0.068
26-Sep 09:23:01 0.068
26-Sep 09:24:01 0.069
26-Sep 09:25:01 0.073
26-Sep 09:26:01 0.074
26-Sep 09:27:01 0.067
26-Sep 09:28:01 0.066
26-Sep 09:29:01 0.072
26-Sep 09:30:01 0.067
26-Sep 09:31:01 0.069
26-Sep 09:32:01 0.066
26-Sep 09:33:01 0.065
26-Sep 09:34:01 0.068
26-Sep 09:35:01 0.065
26-Sep 09:36:01 0.066
26-Sep 09:37:01 0.069
26-Sep 09:38:01 0.072
26-Sep 09:39:01 0.067
26-Sep 09:40:01 0.067
26-Sep 09:41:01 0.071
26-Sep 09:42:01 0.075
26-Sep 09:43:01 0.069
26-Sep 09:44:01 0.069
26-Sep 09:45:01 0.072
26-Sep 09:46:01 0.07
26-Sep 09:47:01 0.072
26-Sep 09:48:01 0.072
26-Sep 09:49:01 0.074
26-Sep 09:50:01 0.072
26-Sep 09:51:01 0.068
26-Sep 09:52:01 0.069
26-Sep 09:53:01 0.067
26-Sep 09:54:01 0.07
26-Sep 09:55:01 0.069
26-Sep 09:56:01 0.069
26-Sep 09:57:01 0.067
26-Sep 09:58:01 0.069
26-Sep 09:59:01 0.069
26-Sep 10:00:01 0.07
26-Sep 10:01:01 0.067
26-Sep 10:02:01 0.069
26-Sep 10:03:01 0.077
26-Sep 10:04:01 0.068
26-Sep 10:05:01 0.069
26-Sep 10:06:01 0.069
26-Sep 10:07:01 0.068
26-Sep 10:08:01 0.072
26-Sep 10:09:01 0.068
26-Sep 10:10:01 0.071
26-Sep 10:11:01 0.066
26-Sep 10:12:01 0.067
26-Sep 10:13:01 0.068
26-Sep 10:14:01 0.069
26-Sep 10:15:01 0.07
26-Sep 10:16:01 0.067
26-Sep 10:17:01 0.07
26-Sep 10:18:01 0.069
26-Sep 10:19:01 0.067
26-Sep 10:20:01 0.067
26-Sep 10:21:01 0.066
26-Sep 10:22:01 0.072
26-Sep 10:23:01 0.067
26-Sep 10:24:01 0.066
26-Sep 10:25:01 0.066
26-Sep 10:26:01 0.064
26-Sep 10:27:01 0.065
26-Sep 10:28:01 0.084
26-Sep 10:29:01 0.07
26-Sep 10:30:01 0.067
26-Sep 10:31:01 0.068
26-Sep 10:32:01 0.068
26-Sep 10:33:01 0.066
26-Sep 10:34:01 0.065
26-Sep 10:35:01 0.068
26-Sep 10:36:01 0.07
26-Sep 10:37:01 0.239
26-Sep 10:38:01 0.071
26-Sep 10:39:01 0.077
26-Sep 10:40:01 0.068
26-Sep 10:41:01 0.069
26-Sep 10:42:01 0.067
26-Sep 10:43:01 0.065
26-Sep 10:44:01 0.065
26-Sep 10:45:01 0.067
26-Sep 10:46:01 0.069
26-Sep 10:47:01 0.064
26-Sep 10:48:01 0.065
26-Sep 10:49:01 0.067
26-Sep 10:50:01 0.07
26-Sep 10:51:01 0.067
26-Sep 10:52:01 0.067
26-Sep 10:53:01 0.074
26-Sep 10:54:01 0.07
26-Sep 10:55:01 0.073
26-Sep 10:56:01 0.074
26-Sep 10:57:01 0.068
26-Sep 10:58:01 0.067
Date Time Average (mg/m^3)
8-Sep 08:00:24 0.096
8-Sep 08:01:24 0.055
8-Sep 08:02:24 0.104
8-Sep 08:03:24 0.044
8-Sep 08:04:24 0.038
8-Sep 08:05:24 0.042
8-Sep 08:06:24 0.046
8-Sep 08:07:24 0.046
8-Sep 08:08:24 0.044
8-Sep 08:09:24 0.06
8-Sep 08:10:24 0.065
8-Sep 08:11:24 0.044
8-Sep 08:12:24 0.042
8-Sep 08:13:24 0.041
8-Sep 08:14:24 0.04
8-Sep 08:15:24 0.043
8-Sep 08:16:24 0.043
8-Sep 08:17:24 0.044
8-Sep 08:18:24 0.043
8-Sep 08:19:24 0.043
8-Sep 08:20:24 0.044
8-Sep 08:21:24 0.043
8-Sep 08:22:24 0.043
8-Sep 08:23:24 0.044
8-Sep 08:24:24 0.044
8-Sep 08:25:24 0.045
8-Sep 08:26:24 0.04
8-Sep 08:27:24 0.041
8-Sep 08:28:24 0.045
8-Sep 08:29:24 0.04
8-Sep 08:30:24 0.04
8-Sep 08:31:24 0.038
8-Sep 08:32:24 0.045
8-Sep 08:33:24 0.046
8-Sep 08:34:24 0.044
8-Sep 08:35:24 0.045
8-Sep 08:36:24 0.043
8-Sep 08:37:24 0.044
8-Sep 08:38:24 0.042
8-Sep 08:39:24 0.042
8-Sep 08:40:24 0.043
8-Sep 08:41:24 0.043
8-Sep 08:42:24 0.045
8-Sep 08:43:24 0.047
8-Sep 08:44:24 0.047
8-Sep 08:45:24 0.049
8-Sep 08:46:24 0.05
8-Sep 08:47:24 0.049
8-Sep 08:48:24 0.047
8-Sep 08:49:24 0.05
8-Sep 08:50:24 1.724
8-Sep 08:51:24 0.146
8-Sep 08:52:24 0.056
8-Sep 08:53:24 0.049
8-Sep 08:54:24 0.046
8-Sep 08:55:24 0.049
8-Sep 08:56:24 0.048
8-Sep 08:57:24 0.049
8-Sep 08:58:24 0.045
8-Sep 08:59:24 0.044
8-Sep 09:00:24 0.037
8-Sep 09:01:24 0.045
8-Sep 09:02:24 0.044
8-Sep 09:03:24 0.043
8-Sep 09:04:24 0.045
8-Sep 09:05:24 0.047
8-Sep 09:06:24 0.043
8-Sep 09:07:24 0.049
8-Sep 09:08:24 0.055
8-Sep 09:09:24 0.053
8-Sep 09:10:24 0.058
8-Sep 09:11:24 0.06
8-Sep 09:12:24 0.057
8-Sep 09:13:24 0.059
8-Sep 09:14:24 0.054
8-Sep 09:15:24 0.053
8-Sep 09:16:24 0.058
8-Sep 09:17:24 0.055
8-Sep 09:18:24 0.054
8-Sep 09:19:24 0.055
8-Sep 09:20:24 0.053
8-Sep 09:21:24 0.054
8-Sep 09:22:24 0.059
8-Sep 09:23:24 0.051
8-Sep 09:24:24 0.055
8-Sep 09:25:24 0.051
8-Sep 09:26:24 0.054
8-Sep 09:27:24 0.054
8-Sep 09:28:24 0.055
8-Sep 09:29:24 0.055
8-Sep 09:30:24 0.052
8-Sep 09:31:24 0.058
8-Sep 09:32:24 0.049
8-Sep 09:33:24 0.05
8-Sep 09:34:24 0.05
8-Sep 09:35:24 0.043
8-Sep 09:36:24 0.066
8-Sep 09:37:24 0.043
8-Sep 09:38:24 0.054
8-Sep 09:39:24 0.043
8-Sep 09:40:24 0.04
8-Sep 09:41:24 0.034
8-Sep 09:42:24 0.033
8-Sep 09:43:24 0.029
8-Sep 09:44:24 0.025
8-Sep 09:45:24 0.028
8-Sep 09:46:24 0.025
8-Sep 09:47:24 0.023
8-Sep 09:48:24 0.02
8-Sep 09:49:24 0.02
8-Sep 09:50:24 0.018
8-Sep 09:51:24 0.018
8-Sep 09:52:24 0.015
8-Sep 09:53:24 0.013
8-Sep 09:54:24 0.012
8-Sep 09:55:24 0.013
8-Sep 09:56:24 0.013
8-Sep 09:57:24 0.012
8-Sep 09:58:24 0.011
8-Sep 09:59:24 0.012
8-Sep 10:00:24 0.013
8-Sep 10:01:24 0.012
8-Sep 10:02:24 0.013
8-Sep 10:03:24 0.013
8-Sep 10:04:24 0.014
8-Sep 10:05:24 0.015
8-Sep 10:06:24 0.013
8-Sep 10:07:24 0.014
8-Sep 10:08:24 0.017
8-Sep 10:09:24 0.016
8-Sep 10:10:24 0.015
8-Sep 10:11:24 0.019
8-Sep 10:12:24 0.019
8-Sep 10:13:24 0.021
8-Sep 10:14:24 0.019
8-Sep 10:15:24 0.018
8-Sep 10:16:24 0.017
8-Sep 10:17:24 0.014
8-Sep 10:18:24 0.013
8-Sep 10:19:24 0.015
8-Sep 10:20:24 0.016
8-Sep 10:21:24 0.016
8-Sep 10:22:24 0.017
8-Sep 10:23:24 0.016
8-Sep 10:24:24 0.015
8-Sep 10:25:24 0.013
8-Sep 10:26:24 0.013
8-Sep 10:27:24 0.014
8-Sep 10:28:24 0.015
8-Sep 10:29:24 0.015
8-Sep 10:30:24 0.014
8-Sep 10:31:24 0.013
8-Sep 10:32:24 0.014
8-Sep 10:33:24 0.016
8-Sep 10:34:24 0.016
8-Sep 10:35:24 0.014
8-Sep 10:36:24 0.016
8-Sep 10:37:24 0.015
8-Sep 10:38:24 0.015
8-Sep 10:39:24 0.016
8-Sep 10:40:24 0.015
8-Sep 10:41:24 0.013
8-Sep 10:42:24 0.016
8-Sep 10:43:24 0.016
8-Sep 10:44:24 0.016
8-Sep 10:45:24 0.016
8-Sep 10:46:24 0.014
8-Sep 10:47:24 0.015
8-Sep 10:48:24 0.014
8-Sep 10:49:24 0.015
8-Sep 10:50:24 0.015
8-Sep 10:51:24 0.014
8-Sep 10:52:24 0.014
8-Sep 10:53:24 0.016
8-Sep 10:54:24 0.02
8-Sep 10:55:24 0.015
8-Sep 10:56:24 0.014
8-Sep 10:57:24 0.015
8-Sep 10:58:24 0.015
8-Sep 10:59:24 0.015
8-Sep 11:00:24 0.014
8-Sep 11:01:24 0.012
8-Sep 11:02:24 0.012
8-Sep 11:03:24 0.013
8-Sep 11:04:24 0.013
8-Sep 11:05:24 0.014
8-Sep 11:06:24 0.012
8-Sep 11:07:24 0.013
8-Sep 11:08:24 0.013
8-Sep 11:09:24 0.011
8-Sep 11:10:24 0.011
8-Sep 11:11:24 0.012
8-Sep 11:12:24 0.013
8-Sep 11:13:24 0.015
8-Sep 11:14:24 0.017
8-Sep 11:15:24 0.016
8-Sep 11:16:24 0.015
8-Sep 11:17:24 0.017
8-Sep 11:18:24 0.017
8-Sep 11:19:24 0.017
8-Sep 11:20:24 0.017
8-Sep 11:21:24 0.017
8-Sep 11:22:24 0.016
8-Sep 11:23:24 0.015
8-Sep 11:24:24 0.017
8-Sep 11:25:24 0.017
8-Sep 11:26:24 0.017
8-Sep 11:27:24 0.017
8-Sep 11:28:24 0.016
8-Sep 11:29:24 0.017
8-Sep 11:30:24 0.016
8-Sep 11:31:24 0.015
8-Sep 11:32:24 0.017
8-Sep 11:33:24 0.017
8-Sep 11:34:24 0.017
8-Sep 11:35:24 0.017
8-Sep 11:36:24 0.015
8-Sep 11:37:24 0.016
8-Sep 11:38:24 0.015
8-Sep 11:39:24 0.015
8-Sep 11:40:24 0.015
8-Sep 11:41:24 0.014
8-Sep 11:42:24 0.017
8-Sep 11:43:24 0.015
8-Sep 11:44:24 0.016
8-Sep 11:45:24 0.016
8-Sep 11:46:24 0.015
8-Sep 11:47:24 0.015
8-Sep 11:48:24 0.014
8-Sep 11:49:24 0.017
8-Sep 11:50:24 0.016
8-Sep 11:51:24 0.015
8-Sep 11:52:24 0.014
8-Sep 11:53:24 0.016
8-Sep 11:54:24 0.015
8-Sep 11:55:24 0.016
8-Sep 11:56:24 0.016
8-Sep 11:57:24 0.016
8-Sep 11:58:24 0.014
8-Sep 11:59:24 0.015
8-Sep 12:00:24 0.016
8-Sep 12:01:24 0.015
8-Sep 12:02:24 0.015
8-Sep 12:03:24 0.014
8-Sep 12:04:24 0.015
8-Sep 12:05:24 0.018
8-Sep 12:06:24 0.015
8-Sep 12:07:24 0.015
8-Sep 12:08:24 0.016
8-Sep 12:09:24 0.014
8-Sep 12:10:24 0.016
8-Sep 12:11:24 0.016
8-Sep 12:12:24 0.014
8-Sep 12:13:24 0.014
8-Sep 12:14:24 0.017
8-Sep 12:15:24 0.016
8-Sep 12:16:24 0.015
8-Sep 12:17:24 0.016
8-Sep 12:18:24 0.016
8-Sep 12:19:24 0.017
8-Sep 12:20:24 0.016
8-Sep 12:21:24 0.015
8-Sep 12:22:24 0.018
8-Sep 12:23:24 0.017
8-Sep 12:24:24 0.016
8-Sep 12:25:24 0.016
8-Sep 12:26:24 0.018
8-Sep 12:27:24 0.026
8-Sep 12:28:24 0.037
8-Sep 12:29:24 0.019
8-Sep 12:30:24 0.018
8-Sep 12:31:24 0.019
8-Sep 12:32:24 0.019
8-Sep 12:33:24 0.016
8-Sep 12:34:24 0.02
8-Sep 12:35:24 0.017
8-Sep 12:36:24 0.016
8-Sep 12:37:24 0.02
8-Sep 12:38:24 0.02
8-Sep 12:39:24 0.019
8-Sep 12:40:24 0.017
8-Sep 12:41:24 0.016
8-Sep 12:42:24 0.017
8-Sep 12:43:24 0.018
8-Sep 12:44:24 0.019
8-Sep 12:45:24 0.018
8-Sep 12:46:24 0.02
8-Sep 12:47:24 0.018
8-Sep 12:48:24 0.017
8-Sep 12:49:24 0.018
8-Sep 12:50:24 0.02
8-Sep 12:51:24 0.018
8-Sep 12:52:24 0.02
8-Sep 12:53:24 0.018
8-Sep 12:54:24 0.019
8-Sep 12:55:24 0.021
8-Sep 12:56:24 0.02
8-Sep 12:57:24 0.021
8-Sep 12:58:24 0.019
8-Sep 12:59:24 0.019
8-Sep 13:00:24 0.02
8-Sep 13:01:24 0.02
8-Sep 13:02:24 0.022
8-Sep 13:03:24 0.02
8-Sep 13:04:24 0.021
8-Sep 13:05:24 0.022
8-Sep 13:06:24 0.023
8-Sep 13:07:24 0.022
8-Sep 13:08:24 0.021
8-Sep 13:09:24 0.024
8-Sep 13:10:24 0.023
8-Sep 13:11:24 0.023
8-Sep 13:12:24 0.023
8-Sep 13:13:24 0.022
8-Sep 13:14:24 0.026
8-Sep 13:15:24 0.023
8-Sep 13:16:24 0.022
8-Sep 13:17:24 0.021
8-Sep 13:18:24 0.025
8-Sep 13:19:24 0.022
8-Sep 13:20:24 0.022
8-Sep 13:21:24 0.02
8-Sep 13:22:24 0.02
8-Sep 13:23:24 0.02
8-Sep 13:24:24 0.031
8-Sep 13:25:24 0.019
8-Sep 13:26:24 0.019
8-Sep 13:27:24 0.037
8-Sep 13:28:24 0.026
8-Sep 13:29:24 0.018
8-Sep 13:30:24 0.017
8-Sep 13:31:24 0.016
8-Sep 13:32:24 0.018
8-Sep 13:33:24 0.017
8-Sep 13:34:24 0.022
8-Sep 13:35:24 0.02
8-Sep 13:36:24 0.021
8-Sep 13:37:24 0.017
8-Sep 13:38:24 0.018
8-Sep 13:39:24 0.019
8-Sep 13:40:24 0.018
8-Sep 13:41:24 0.018
8-Sep 13:42:24 0.019
8-Sep 13:43:24 0.021
8-Sep 13:44:24 0.018
8-Sep 13:45:24 0.019
8-Sep 13:46:24 0.027
8-Sep 13:47:24 0.021
8-Sep 13:48:24 0.019
8-Sep 13:49:24 0.018
8-Sep 13:50:24 0.018
8-Sep 13:51:24 0.016
8-Sep 13:52:24 0.019
8-Sep 13:53:24 0.018
8-Sep 13:54:24 0.019
8-Sep 13:55:24 0.017
8-Sep 13:56:24 0.017
8-Sep 13:57:24 0.019
8-Sep 13:58:24 0.018
8-Sep 13:59:24 0.017
8-Sep 14:00:24 0.017
8-Sep 14:01:24 0.017
8-Sep 14:02:24 0.019
8-Sep 14:03:24 0.019
8-Sep 14:04:24 0.018
8-Sep 14:05:24 0.286
8-Sep 14:06:24 0.024
8-Sep 14:07:24 0.018
8-Sep 14:08:24 0.018
8-Sep 14:09:24 0.021
8-Sep 14:10:24 0.021
8-Sep 14:11:24 0.018
8-Sep 14:12:24 0.018
8-Sep 14:13:24 0.023
8-Sep 14:14:24 0.019
8-Sep 14:15:24 0.02
8-Sep 14:16:24 0.019
8-Sep 14:17:24 0.018
8-Sep 14:18:24 0.018
8-Sep 14:19:24 0.017
8-Sep 14:20:24 0.018
8-Sep 14:21:24 0.018
8-Sep 14:22:24 0.04
8-Sep 14:23:24 0.017
8-Sep 14:24:24 0.017
8-Sep 14:25:24 0.019
8-Sep 14:26:24 0.017
8-Sep 14:27:24 0.016
8-Sep 14:28:24 0.017
8-Sep 14:29:24 0.016
8-Sep 14:30:24 0.016
8-Sep 14:31:24 0.015
8-Sep 14:32:24 0.015
8-Sep 14:33:24 0.015
8-Sep 14:34:24 0.016
8-Sep 14:35:24 0.017
8-Sep 14:36:24 0.017
8-Sep 14:37:24 0.018
8-Sep 14:38:24 0.018
8-Sep 14:39:24 0.017
8-Sep 14:40:24 0.017
8-Sep 14:41:24 0.019
8-Sep 14:42:24 0.023
8-Sep 14:43:24 0.017
8-Sep 14:44:24 0.017
8-Sep 14:45:24 0.019
8-Sep 14:46:24 0.019
8-Sep 14:47:24 0.019
8-Sep 14:48:24 0.023
8-Sep 14:49:24 0.018
8-Sep 14:50:24 0.018
8-Sep 14:51:24 0.018
8-Sep 14:52:24 0.021
8-Sep 14:53:24 0.018
8-Sep 14:54:24 0.019
8-Sep 14:55:24 0.021
8-Sep 14:56:24 0.02
8-Sep 14:57:24 0.02
8-Sep 14:58:24 0.02
8-Sep 14:59:24 0.021
8-Sep 15:00:24 0.021
8-Sep 15:01:24 0.022
8-Sep 15:02:24 0.023
8-Sep 15:03:24 0.022
8-Sep 15:04:24 0.021
8-Sep 15:05:24 0.021
8-Sep 15:06:24 0.021
8-Sep 15:07:24 0.023
8-Sep 15:08:24 0.023
8-Sep 15:09:24 0.023
8-Sep 15:10:24 0.023
8-Sep 15:11:24 0.025
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25-Sep 12:59:11 0.021
25-Sep 13:00:11 0.02
25-Sep 13:01:11 0.019
25-Sep 13:02:11 0.03
25-Sep 13:03:11 0.022
25-Sep 13:04:11 0.028
25-Sep 13:05:11 0.02
25-Sep 13:06:11 0.017
25-Sep 13:07:11 0.018
25-Sep 13:08:11 0.018
25-Sep 13:09:11 0.019
25-Sep 13:10:11 0.018
25-Sep 13:11:11 0.019
25-Sep 13:12:11 0.019
25-Sep 13:13:11 0.018
25-Sep 13:14:11 0.023
25-Sep 13:15:11 0.02
25-Sep 13:16:11 0.021
25-Sep 13:17:11 0.02
25-Sep 13:18:11 0.02
25-Sep 13:19:11 0.02
25-Sep 13:20:11 0.02
25-Sep 13:21:11 0.02
25-Sep 13:22:11 0.02
25-Sep 13:23:11 0.019
25-Sep 13:24:11 0.021
25-Sep 13:25:11 0.019
25-Sep 13:26:11 0.019
25-Sep 13:27:11 0.02
25-Sep 13:28:11 0.02
25-Sep 13:29:11 0.021
25-Sep 13:30:11 0.024
25-Sep 13:31:11 0.025
25-Sep 13:32:11 0.019
25-Sep 13:33:11 0.024
25-Sep 13:34:11 0.088
25-Sep 13:35:11 0.037
25-Sep 13:36:11 0.124
25-Sep 13:37:11 0.033
25-Sep 13:38:11 0.022
25-Sep 13:39:11 0.022
25-Sep 13:40:11 0.03
25-Sep 13:41:11 0.02
25-Sep 13:42:11 0.02
25-Sep 13:43:11 0.025
25-Sep 13:44:11 0.021
25-Sep 13:45:11 0.02
25-Sep 13:46:11 0.02
25-Sep 13:47:11 0.023
25-Sep 13:48:11 0.021
25-Sep 13:49:11 0.021
25-Sep 13:50:11 0.022
25-Sep 13:51:11 0.021
25-Sep 13:52:11 0.023
25-Sep 13:53:11 0.031
25-Sep 13:54:11 0.033
25-Sep 13:55:11 0.033
25-Sep 13:56:11 0.023
25-Sep 13:57:11 0.364
25-Sep 13:58:11 0.143
25-Sep 13:59:11 0.03
25-Sep 14:00:11 0.022
25-Sep 14:01:11 0.025
25-Sep 14:02:11 0.021
25-Sep 14:03:11 0.022
25-Sep 14:04:11 0.086
25-Sep 14:05:11 0.027
25-Sep 14:06:11 0.021
25-Sep 14:07:11 0.021
25-Sep 14:08:11 0.024
25-Sep 14:09:11 0.022
25-Sep 14:10:11 0.028
25-Sep 14:11:11 0.043
25-Sep 14:12:11 0.044
25-Sep 14:13:11 0.022
25-Sep 14:14:11 0.025
25-Sep 14:15:11 0.021
25-Sep 14:16:11 0.021
25-Sep 14:17:11 0.024
26-Sep 07:33:41 0.082
26-Sep 07:34:41 0.056
26-Sep 07:35:41 0.045
26-Sep 07:36:41 0.055
26-Sep 07:37:41 0.095
26-Sep 07:38:41 1.294
26-Sep 07:39:41 0.988
26-Sep 07:40:41 0.717
26-Sep 07:41:41 0.046
26-Sep 07:42:41 0.047
26-Sep 07:43:41 0.055
26-Sep 07:44:41 0.05
26-Sep 07:45:41 0.055
26-Sep 07:46:41 0.067
26-Sep 07:47:41 0.054
26-Sep 07:48:41 0.065
26-Sep 07:49:41 0.047
26-Sep 07:50:41 0.067
26-Sep 07:51:41 0.057
26-Sep 07:52:41 0.05
26-Sep 07:53:41 0.046
26-Sep 07:54:41 0.068
26-Sep 07:55:41 0.105
26-Sep 07:56:41 0.829
26-Sep 07:57:41 0.381
26-Sep 07:58:41 0.438
26-Sep 07:59:41 0.138
26-Sep 08:00:41 0.07
26-Sep 08:01:41 0.105
26-Sep 08:02:41 0.104
26-Sep 08:03:41 0.095
26-Sep 08:04:41 0.085
26-Sep 08:05:41 0.077
26-Sep 08:06:41 0.074
26-Sep 08:07:41 0.072
26-Sep 08:08:41 0.065
26-Sep 08:09:41 0.067
26-Sep 08:10:41 0.071
26-Sep 08:11:41 0.074
26-Sep 08:12:41 0.062
26-Sep 08:13:41 0.063
26-Sep 08:14:41 0.063
26-Sep 08:15:41 0.061
26-Sep 08:16:41 0.052
26-Sep 08:17:41 0.055
26-Sep 08:18:41 0.057
26-Sep 08:19:41 0.06
26-Sep 08:20:41 0.055
26-Sep 08:21:41 0.06
26-Sep 08:22:41 0.054
26-Sep 08:23:41 0.057
26-Sep 08:24:41 0.044
26-Sep 08:25:41 0.05
26-Sep 08:26:41 0.054
26-Sep 08:27:41 0.047
26-Sep 08:28:41 0.062
26-Sep 08:29:41 0.052
26-Sep 08:30:41 0.04
26-Sep 08:31:41 0.044
26-Sep 08:32:41 0.041
26-Sep 08:33:41 0.045
26-Sep 08:34:41 0.056
26-Sep 08:35:41 0.046
26-Sep 08:36:41 0.05
26-Sep 08:37:41 0.042
26-Sep 08:38:41 0.043
26-Sep 08:39:41 0.04
26-Sep 08:40:41 0.047
26-Sep 08:41:41 0.043
26-Sep 08:42:41 0.04
26-Sep 08:43:41 0.039
26-Sep 08:44:41 0.042
26-Sep 08:45:41 0.042
26-Sep 08:46:41 0.04
26-Sep 08:47:41 0.042
26-Sep 08:48:41 0.04
26-Sep 08:49:41 0.039
26-Sep 08:50:41 0.041
26-Sep 08:51:41 0.041
26-Sep 08:52:41 0.039
26-Sep 08:53:41 0.037
26-Sep 08:54:41 0.042
26-Sep 08:55:41 0.038
26-Sep 08:56:41 0.036
26-Sep 08:57:41 0.038
26-Sep 08:58:41 0.039
26-Sep 08:59:41 0.038
26-Sep 09:00:41 0.037
26-Sep 09:01:41 0.04
26-Sep 09:02:41 0.036
26-Sep 09:03:41 0.034
26-Sep 09:04:41 0.036
26-Sep 09:05:41 0.036
26-Sep 09:06:41 0.037
26-Sep 09:07:41 0.035
26-Sep 09:08:41 0.029
26-Sep 09:09:41 0.034
26-Sep 09:10:41 0.034
26-Sep 09:11:41 0.032
26-Sep 09:12:41 0.033
26-Sep 09:13:41 0.041
26-Sep 09:14:41 0.035
26-Sep 09:15:41 0.031
26-Sep 09:16:41 0.03
26-Sep 09:17:41 0.031
26-Sep 09:18:41 0.034
26-Sep 09:19:41 0.031
26-Sep 09:20:41 0.029
26-Sep 09:21:41 0.032
26-Sep 09:22:41 0.03
26-Sep 09:23:41 0.033
26-Sep 09:24:41 0.03
26-Sep 09:25:41 0.031
26-Sep 09:26:41 0.031
26-Sep 09:27:41 0.032
26-Sep 09:28:41 0.032
26-Sep 09:29:41 0.028
26-Sep 09:30:41 0.03
26-Sep 09:31:41 0.036
26-Sep 09:32:41 0.028
26-Sep 09:33:41 0.034
26-Sep 09:34:41 0.032
26-Sep 09:35:41 0.032
26-Sep 09:36:41 0.031
26-Sep 09:37:41 0.038
26-Sep 09:38:41 0.035
26-Sep 09:39:41 0.033
26-Sep 09:40:41 0.036
26-Sep 09:41:41 0.033
26-Sep 09:42:41 0.038
26-Sep 09:43:41 0.034
26-Sep 09:44:41 0.033
26-Sep 09:45:41 0.033
26-Sep 09:46:41 0.035
26-Sep 09:47:41 0.03
26-Sep 09:48:41 0.032
26-Sep 09:49:41 0.032
26-Sep 09:50:41 0.03
26-Sep 09:51:41 0.03
26-Sep 09:52:41 0.031
26-Sep 09:53:41 0.033
26-Sep 09:54:41 0.031
26-Sep 09:55:41 0.03
26-Sep 09:56:41 0.031
26-Sep 09:57:41 0.033
26-Sep 09:58:41 0.034
26-Sep 09:59:41 0.032
26-Sep 10:00:41 0.033
26-Sep 10:01:41 0.034
26-Sep 10:02:41 0.035
26-Sep 10:03:41 0.034
26-Sep 10:04:41 0.03
26-Sep 10:05:41 0.031
26-Sep 10:06:41 0.032
26-Sep 10:07:41 0.033
26-Sep 10:08:41 0.032
26-Sep 10:09:41 0.031
26-Sep 10:10:41 0.032
26-Sep 10:11:41 0.032
26-Sep 10:12:41 0.03
26-Sep 10:13:41 0.034
26-Sep 10:14:41 0.033
26-Sep 10:15:41 0.03
26-Sep 10:16:41 0.03
26-Sep 10:17:41 0.029
26-Sep 10:18:41 0.028
26-Sep 10:19:41 0.034
26-Sep 10:20:41 0.031
26-Sep 10:21:41 0.029
26-Sep 10:22:41 0.028
26-Sep 10:23:41 0.028
26-Sep 10:24:41 0.03
26-Sep 10:25:41 0.028
26-Sep 10:26:41 0.027
26-Sep 10:27:41 0.027
26-Sep 10:28:41 0.028
26-Sep 10:29:41 0.03
26-Sep 10:30:41 0.029
26-Sep 10:31:41 0.029
26-Sep 10:32:41 0.029
26-Sep 10:33:41 0.03
26-Sep 10:34:41 0.031
26-Sep 10:35:41 0.038
26-Sep 10:36:41 0.037
26-Sep 10:37:41 0.037
26-Sep 10:38:41 0.032
26-Sep 10:39:41 0.029
26-Sep 10:40:41 0.085
26-Sep 10:41:41 0.099
26-Sep 10:42:41 0.032
26-Sep 10:43:41 0.03
26-Sep 10:44:41 0.033
26-Sep 10:45:41 0.028
26-Sep 10:46:41 0.03
26-Sep 10:47:41 0.049
26-Sep 10:48:41 0.565
26-Sep 10:49:41 0.111
26-Sep 10:50:41 0.091
Date Time Average (mg/m^3)
8-Sep 07:55:32 0.121
8-Sep 07:56:32 0.091
8-Sep 07:57:32 0.062
8-Sep 07:58:32 0.039
8-Sep 07:59:32 0.032
8-Sep 08:00:32 0.029
8-Sep 08:01:32 0.036
8-Sep 08:02:32 0.044
8-Sep 08:03:32 0.041
8-Sep 08:04:32 0.041
8-Sep 08:05:32 0.047
8-Sep 08:06:32 0.038
8-Sep 08:07:32 0.037
8-Sep 08:08:32 0.069
8-Sep 08:09:32 0.049
8-Sep 08:10:32 0.046
8-Sep 08:11:32 0.042
8-Sep 08:12:32 0.04
8-Sep 08:13:32 0.041
8-Sep 08:14:32 0.061
8-Sep 08:15:32 0.043
8-Sep 08:16:32 0.05
8-Sep 08:17:32 0.049
8-Sep 08:18:32 0.047
8-Sep 08:19:32 0.043
8-Sep 08:20:32 0.045
8-Sep 08:21:32 0.045
8-Sep 08:22:32 0.046
8-Sep 08:23:32 0.043
8-Sep 08:24:32 0.042
8-Sep 08:25:32 0.042
8-Sep 08:26:32 0.042
8-Sep 08:27:32 0.041
8-Sep 08:28:32 0.041
8-Sep 08:29:32 0.043
8-Sep 08:30:32 0.047
8-Sep 08:31:32 0.044
8-Sep 08:32:32 0.045
8-Sep 08:33:32 0.045
8-Sep 08:34:32 0.044
8-Sep 08:35:32 0.044
8-Sep 08:36:32 0.043
8-Sep 08:37:32 0.043
8-Sep 08:38:32 0.042
8-Sep 08:39:32 0.048
8-Sep 08:40:32 0.046
8-Sep 08:41:32 0.051
8-Sep 08:42:32 0.049
8-Sep 08:43:32 0.049
8-Sep 08:44:32 0.05
8-Sep 08:45:32 0.048
8-Sep 08:46:32 0.048
8-Sep 08:47:32 0.048
8-Sep 08:48:32 0.047
8-Sep 08:49:32 0.048
8-Sep 08:50:32 2.375
8-Sep 08:51:32 0.279
8-Sep 08:52:32 0.092
8-Sep 08:53:32 0.048
8-Sep 08:54:32 0.049
8-Sep 08:55:32 0.053
8-Sep 08:56:32 0.051
8-Sep 08:57:32 0.05
8-Sep 08:58:32 0.046
8-Sep 08:59:32 0.046
8-Sep 09:00:32 0.048
8-Sep 09:01:32 0.048
8-Sep 09:02:32 0.05
8-Sep 09:03:32 0.046
8-Sep 09:04:32 0.052
8-Sep 09:05:32 0.051
8-Sep 09:06:32 0.053
8-Sep 09:07:32 0.056
8-Sep 09:08:32 0.053
8-Sep 09:09:32 0.057
8-Sep 09:10:32 0.057
8-Sep 09:11:32 0.052
8-Sep 09:12:32 0.054
8-Sep 09:13:32 0.053
8-Sep 09:14:32 0.052
8-Sep 09:15:32 0.052
8-Sep 09:16:32 0.052
8-Sep 09:17:32 0.051
8-Sep 09:18:32 0.051
8-Sep 09:19:32 0.054
8-Sep 09:20:32 0.052
8-Sep 09:21:32 0.05
8-Sep 09:22:32 0.05
8-Sep 09:23:32 0.05
8-Sep 09:24:32 0.055
8-Sep 09:25:32 0.052
8-Sep 09:26:32 0.052
8-Sep 09:27:32 0.052
8-Sep 09:28:32 0.05
8-Sep 09:29:32 0.05
8-Sep 09:30:32 0.053
8-Sep 09:31:32 0.051
8-Sep 09:32:32 0.048
8-Sep 09:33:32 0.045
8-Sep 09:34:32 0.045
8-Sep 09:35:32 0.047
8-Sep 09:36:32 0.044
8-Sep 09:37:32 0.044
8-Sep 09:38:32 0.043
8-Sep 09:39:32 0.042
8-Sep 09:40:32 0.044
8-Sep 09:41:32 0.034
8-Sep 09:42:32 0.037
8-Sep 09:43:32 0.031
8-Sep 09:44:32 0.037
8-Sep 09:45:32 0.027
8-Sep 09:46:32 0.027
8-Sep 09:47:32 0.025
8-Sep 09:48:32 0.026
8-Sep 09:49:32 0.023
8-Sep 09:50:32 0.022
8-Sep 09:51:32 0.02
8-Sep 09:52:32 0.017
8-Sep 09:53:32 0.016
8-Sep 09:54:32 0.014
8-Sep 09:55:32 0.016
8-Sep 09:56:32 0.015
8-Sep 09:57:32 0.016
8-Sep 09:58:32 0.016
8-Sep 09:59:32 0.015
8-Sep 10:00:32 0.015
8-Sep 10:01:32 0.015
8-Sep 10:02:32 0.015
8-Sep 10:03:32 0.016
8-Sep 10:04:32 0.018
8-Sep 10:05:32 0.015
8-Sep 10:06:32 0.016
8-Sep 10:07:32 0.015
8-Sep 10:08:32 0.015
8-Sep 10:09:32 0.019
8-Sep 10:10:32 0.021
8-Sep 10:11:32 0.022
8-Sep 10:12:32 0.021
8-Sep 10:13:32 0.021
8-Sep 10:14:32 0.02
8-Sep 10:15:32 0.018
8-Sep 10:16:32 0.018
8-Sep 10:17:32 0.017
8-Sep 10:18:32 0.019
8-Sep 10:19:32 0.019
8-Sep 10:20:32 0.018
8-Sep 10:21:32 0.018
8-Sep 10:22:32 0.018
8-Sep 10:23:32 0.018
8-Sep 10:24:32 0.016
8-Sep 10:25:32 0.013
8-Sep 10:26:32 0.015
8-Sep 10:27:32 0.015
8-Sep 10:28:32 0.015
8-Sep 10:29:32 0.016
8-Sep 10:30:32 0.015
8-Sep 10:31:32 0.016
8-Sep 10:32:32 0.016
8-Sep 10:33:32 0.016
8-Sep 10:34:32 0.015
8-Sep 10:35:32 0.015
8-Sep 10:36:32 0.016
8-Sep 10:37:32 0.016
8-Sep 10:38:32 0.015
8-Sep 10:39:32 0.015
8-Sep 10:40:32 0.015
8-Sep 10:41:32 0.016
8-Sep 10:42:32 0.014
8-Sep 10:43:32 0.021
8-Sep 10:44:32 0.014
8-Sep 10:45:32 0.014
8-Sep 10:46:32 0.015
8-Sep 10:47:32 0.015
8-Sep 10:48:32 0.013
8-Sep 10:49:32 0.014
8-Sep 10:50:32 0.014
8-Sep 10:51:32 0.013
8-Sep 10:52:32 0.013
8-Sep 10:53:32 0.015
8-Sep 10:54:32 0.016
8-Sep 10:55:32 0.014
8-Sep 10:56:32 0.013
8-Sep 10:57:32 0.018
8-Sep 10:58:32 0.013
8-Sep 10:59:32 0.014
8-Sep 11:00:32 0.014
8-Sep 11:01:32 0.013
8-Sep 11:02:32 0.013
8-Sep 11:03:32 0.013
8-Sep 11:04:32 0.014
8-Sep 11:05:32 0.014
8-Sep 11:06:32 0.014
8-Sep 11:07:32 0.013
8-Sep 11:08:32 0.012
8-Sep 11:09:32 0.013
8-Sep 11:10:32 0.011
8-Sep 11:11:32 0.012
8-Sep 11:12:32 0.012
8-Sep 11:13:32 0.013
8-Sep 11:14:32 0.013
8-Sep 11:15:32 0.014
8-Sep 11:16:32 0.014
8-Sep 11:17:32 0.016
8-Sep 11:18:32 0.015
8-Sep 11:19:32 0.017
8-Sep 11:20:32 0.016
8-Sep 11:21:32 0.016
8-Sep 11:22:32 0.016
8-Sep 11:23:32 0.014
8-Sep 11:24:32 0.013
8-Sep 11:25:32 0.013
8-Sep 11:26:32 0.014
8-Sep 11:27:32 0.014
8-Sep 11:28:32 0.015
8-Sep 11:29:32 0.015
8-Sep 11:30:32 0.015
8-Sep 11:31:32 0.015
8-Sep 11:32:32 0.013
8-Sep 11:33:32 0.014
8-Sep 11:34:32 0.013
8-Sep 11:35:32 0.014
8-Sep 11:36:32 0.015
8-Sep 11:37:32 0.014
8-Sep 11:38:32 0.014
8-Sep 11:39:32 0.013
8-Sep 11:40:32 0.014
8-Sep 11:41:32 0.014
8-Sep 11:42:32 0.013
8-Sep 11:43:32 0.012
8-Sep 11:44:32 0.013
8-Sep 11:45:32 0.012
8-Sep 11:46:32 0.011
8-Sep 11:47:32 0.012
8-Sep 11:48:32 0.014
8-Sep 11:49:32 0.011
8-Sep 11:50:32 0.014
8-Sep 11:51:32 0.015
8-Sep 11:52:32 0.016
8-Sep 11:53:32 0.017
8-Sep 11:54:32 0.016
8-Sep 11:55:32 0.015
8-Sep 11:56:32 0.016
8-Sep 11:57:32 0.019
8-Sep 11:58:32 0.022
8-Sep 11:59:32 0.023
8-Sep 12:00:32 0.028
8-Sep 12:01:32 0.028
8-Sep 12:02:32 0.034
8-Sep 12:03:32 0.03
8-Sep 12:04:32 0.038
8-Sep 12:05:32 0.042
8-Sep 12:06:32 0.035
8-Sep 12:07:32 0.049
8-Sep 12:08:32 0.055
8-Sep 12:09:32 0.045
8-Sep 12:10:32 0.05
8-Sep 12:11:32 0.05
8-Sep 12:12:32 0.059
8-Sep 12:13:32 0.048
8-Sep 12:14:32 0.057
8-Sep 12:15:32 0.058
8-Sep 12:16:32 0.068
8-Sep 12:17:32 0.054
8-Sep 12:18:32 0.06
8-Sep 12:19:32 0.089
8-Sep 12:20:32 0.095
8-Sep 12:21:32 0.122
8-Sep 12:22:32 0.117
8-Sep 12:23:32 0.113
8-Sep 12:24:32 0.109
8-Sep 12:25:32 0.136
8-Sep 12:26:32 0.111
8-Sep 12:27:32 0.15
8-Sep 12:28:32 0.165
8-Sep 12:29:32 0.218
8-Sep 12:30:32 0.254
8-Sep 12:31:32 0.251
8-Sep 12:32:32 0.261
8-Sep 12:33:32 0.257
8-Sep 12:34:32 0.237
8-Sep 12:35:32 0.219
8-Sep 12:36:32 0.218
8-Sep 12:37:32 0.206
8-Sep 12:38:32 0.229
8-Sep 12:39:32 0.256
8-Sep 12:40:32 0.22
8-Sep 12:41:32 0.18
8-Sep 12:42:32 0.132
8-Sep 12:43:32 0.099
8-Sep 12:44:32 0.088
8-Sep 12:46:14 0.088
8-Sep 12:47:14 0.092
8-Sep 12:48:14 0.08
8-Sep 12:49:14 0.067
8-Sep 12:50:14 0.064
8-Sep 12:51:14 0.056
8-Sep 12:52:14 0.056
8-Sep 12:53:14 0.042
8-Sep 12:54:14 0.039
8-Sep 12:55:14 0.046
8-Sep 12:56:14 0.036
8-Sep 12:57:14 0.042
8-Sep 12:58:14 0.038
8-Sep 12:59:14 0.037
8-Sep 13:00:14 0.046
8-Sep 13:01:14 0.035
8-Sep 13:02:14 0.033
8-Sep 13:03:14 0.036
8-Sep 13:04:14 0.037
8-Sep 13:05:14 0.037
8-Sep 13:06:14 0.04
8-Sep 13:07:14 0.047
8-Sep 13:08:14 0.045
8-Sep 13:09:14 0.044
8-Sep 13:10:14 0.045
8-Sep 13:11:14 0.05
8-Sep 13:12:14 0.068
8-Sep 13:13:14 0.085
8-Sep 13:14:14 0.09
8-Sep 13:15:14 0.106
8-Sep 13:16:14 0.141
8-Sep 13:17:14 0.173
8-Sep 13:18:14 0.155
8-Sep 13:19:14 0.151
8-Sep 13:20:14 0.148
8-Sep 13:21:14 0.121
8-Sep 13:22:14 0.126
8-Sep 13:23:14 0.093
8-Sep 13:24:14 0.09
8-Sep 13:25:14 0.088
8-Sep 13:26:14 0.098
8-Sep 13:27:14 0.108
8-Sep 13:28:14 0.112
8-Sep 13:29:14 0.081
8-Sep 13:30:14 0.068
8-Sep 13:31:14 0.08
8-Sep 13:32:14 0.072
8-Sep 13:33:14 0.081
8-Sep 13:34:14 0.077
8-Sep 13:35:14 0.086
8-Sep 13:36:14 0.1
8-Sep 13:37:14 0.131
8-Sep 13:38:14 0.147
8-Sep 13:39:14 0.145
8-Sep 13:40:14 0.121
8-Sep 13:41:14 0.133
8-Sep 13:42:14 0.124
8-Sep 13:43:14 0.111
8-Sep 13:44:14 0.118
8-Sep 13:45:14 0.127
8-Sep 13:46:14 0.12
8-Sep 13:47:14 0.137
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22-Sep 14:11:55 0.01
22-Sep 14:12:55 0.01
22-Sep 14:13:55 0.008
22-Sep 14:14:55 0.01
22-Sep 14:15:55 0.009
22-Sep 14:16:55 0.009
22-Sep 14:17:55 0.008
22-Sep 14:18:55 0.009
22-Sep 14:19:55 0.01
22-Sep 14:20:55 0.009
22-Sep 14:21:55 0.009
22-Sep 14:22:55 0.009
22-Sep 14:23:55 0.01
22-Sep 14:24:55 0.009
22-Sep 14:25:55 0.009
22-Sep 14:26:55 0.01
22-Sep 14:27:55 0.009
22-Sep 14:28:55 0.008
22-Sep 14:29:55 0.008
22-Sep 14:30:55 0.01
22-Sep 14:31:55 0.009
22-Sep 14:32:55 0.01
22-Sep 14:33:55 0.009
22-Sep 14:34:55 0.009
22-Sep 14:35:55 0.008
22-Sep 14:36:55 0.009
22-Sep 14:37:55 0.01
22-Sep 14:38:55 0.009
22-Sep 14:39:55 0.009
22-Sep 14:40:55 0.01
22-Sep 14:41:55 0.01
22-Sep 14:42:55 0.01
22-Sep 14:43:55 0.009
22-Sep 14:44:55 0.009
22-Sep 14:45:55 0.009
22-Sep 14:46:55 0.009
22-Sep 14:47:55 0.009
22-Sep 14:48:55 0.009
22-Sep 14:49:55 0.008
25-Sep 11:25:33 0.022
25-Sep 11:26:33 0.019
25-Sep 11:27:33 0.016
25-Sep 11:28:33 0.018
25-Sep 11:29:33 0.016
25-Sep 11:30:33 0.016
25-Sep 11:31:33 0.015
25-Sep 11:32:33 0.015
25-Sep 11:33:33 0.014
25-Sep 11:34:33 0.012
25-Sep 11:35:33 0.012
25-Sep 11:36:33 0.015
25-Sep 11:37:33 0.012
25-Sep 11:38:33 0.011
25-Sep 11:39:33 0.012
25-Sep 11:40:33 0.012
25-Sep 11:41:33 0.011
25-Sep 11:42:33 0.012
25-Sep 11:43:33 0.029
25-Sep 11:44:33 0.013
25-Sep 11:45:33 0.014
25-Sep 11:46:33 0.012
25-Sep 11:47:33 0.013
25-Sep 11:48:33 0.013
25-Sep 11:49:33 0.011
25-Sep 11:50:33 0.014
25-Sep 11:51:33 0.013
25-Sep 11:52:33 0.013
25-Sep 11:53:33 0.012
25-Sep 11:54:33 0.013
25-Sep 11:55:33 0.012
25-Sep 11:56:33 0.011
25-Sep 11:57:33 0.012
25-Sep 11:58:33 0.013
25-Sep 11:59:33 0.012
25-Sep 12:00:33 0.011
25-Sep 12:01:33 0.013
25-Sep 12:02:33 0.013
25-Sep 12:03:33 0.011
25-Sep 12:04:33 0.012
25-Sep 12:05:33 0.013
25-Sep 12:06:33 0.012
25-Sep 12:07:33 0.012
25-Sep 12:08:33 0.012
25-Sep 12:09:33 0.012
25-Sep 12:10:33 0.012
25-Sep 12:11:33 0.012
25-Sep 12:12:33 0.012
25-Sep 12:13:33 0.011
25-Sep 12:14:33 0.012
25-Sep 12:15:33 0.011
25-Sep 12:16:33 0.013
25-Sep 12:17:33 0.013
25-Sep 12:18:33 0.012
25-Sep 12:19:33 0.011
25-Sep 12:20:33 0.014
25-Sep 12:21:33 0.012
25-Sep 12:22:33 0.012
25-Sep 12:23:33 0.011
25-Sep 12:24:33 0.012
25-Sep 12:25:33 0.011
25-Sep 12:26:33 0.011
25-Sep 12:27:33 0.01
25-Sep 12:28:33 0.011
25-Sep 12:29:33 0.011
25-Sep 12:30:33 0.011
25-Sep 12:31:33 0.012
25-Sep 12:32:33 0.012
25-Sep 12:33:33 0.011
25-Sep 12:34:33 0.011
25-Sep 12:35:33 0.012
25-Sep 12:36:33 0.011
25-Sep 12:37:33 0.012
25-Sep 12:38:33 0.012
25-Sep 12:39:33 0.012
25-Sep 12:40:33 0.011
25-Sep 12:41:33 0.011
25-Sep 12:42:33 0.011
25-Sep 12:43:33 0.012
25-Sep 12:44:33 0.011
25-Sep 12:45:33 0.017
25-Sep 12:46:33 0.011
25-Sep 12:47:33 0.012
25-Sep 12:48:33 0.013
25-Sep 12:49:33 0.011
25-Sep 12:50:33 0.012
25-Sep 12:51:33 0.011
25-Sep 12:52:33 0.012
25-Sep 12:53:33 0.012
25-Sep 12:54:33 0.011
25-Sep 12:55:33 0.011
25-Sep 12:56:33 0.011
25-Sep 12:57:33 0.011
25-Sep 12:58:33 0.011
25-Sep 12:59:33 0.011
25-Sep 13:00:33 0.011
25-Sep 13:01:33 0.01
25-Sep 13:02:33 0.011
25-Sep 13:03:33 0.011
25-Sep 13:04:33 0.012
25-Sep 13:05:33 0.01
25-Sep 13:06:33 0.011
25-Sep 13:07:33 0.01
25-Sep 13:08:33 0.012
25-Sep 13:09:33 0.009
25-Sep 13:10:33 0.011
25-Sep 13:11:33 0.01
25-Sep 13:12:33 0.012
25-Sep 13:13:33 0.011
25-Sep 13:14:33 0.011
25-Sep 13:15:33 0.011
25-Sep 13:16:33 0.012
25-Sep 13:17:33 0.01
25-Sep 13:18:33 0.013
25-Sep 13:19:33 0.013
25-Sep 13:20:33 0.011
25-Sep 13:21:33 0.011
25-Sep 13:22:33 0.012
25-Sep 13:23:33 0.012
25-Sep 13:24:33 0.012
25-Sep 13:25:33 0.012
25-Sep 13:26:33 0.012
25-Sep 13:27:33 0.012
25-Sep 13:28:33 0.011
25-Sep 13:29:33 0.011
25-Sep 13:30:33 0.011
25-Sep 13:31:33 0.012
25-Sep 13:32:33 0.012
25-Sep 13:33:33 0.012
25-Sep 13:34:33 0.011
25-Sep 13:35:33 0.012
25-Sep 13:36:33 0.012
25-Sep 13:37:33 0.014
25-Sep 13:38:33 0.014
25-Sep 13:39:33 0.015
25-Sep 13:40:33 0.012
25-Sep 13:41:33 0.012
25-Sep 13:42:33 0.013
25-Sep 13:43:33 0.012
25-Sep 13:44:33 0.016
25-Sep 13:45:33 0.013
25-Sep 13:46:33 0.013
25-Sep 13:47:33 0.015
25-Sep 13:48:33 0.018
25-Sep 13:49:33 0.014
25-Sep 13:50:33 0.016
25-Sep 13:51:33 0.014
25-Sep 13:52:33 0.013
25-Sep 13:53:33 0.015
25-Sep 13:54:33 0.013
25-Sep 13:55:33 0.014
25-Sep 13:56:33 0.016
25-Sep 13:57:33 0.012
25-Sep 13:58:33 0.012
25-Sep 13:59:33 0.011
25-Sep 14:00:33 0.011
25-Sep 14:01:33 0.011
25-Sep 14:02:33 0.012
25-Sep 14:03:33 0.011
25-Sep 14:04:33 0.012
25-Sep 14:05:33 0.035
25-Sep 14:06:33 0.432
25-Sep 14:07:33 1.281
25-Sep 14:08:33 0.017
25-Sep 14:09:33 0.019
25-Sep 14:10:33 0.029
25-Sep 14:11:33 0.121
25-Sep 14:12:33 0.056
25-Sep 14:13:33 0.014
25-Sep 14:14:33 0.012
25-Sep 14:15:33 0.012
25-Sep 14:16:33 0.012
25-Sep 14:17:33 0.013
25-Sep 14:18:33 0.012
26-Sep 07:37:25 0.044
26-Sep 07:38:25 0.14
26-Sep 07:39:25 9.78
26-Sep 07:40:25 3.775
26-Sep 07:41:25 1.093
26-Sep 07:42:25 0.252
26-Sep 07:43:25 0.3
26-Sep 07:44:25 0.226
26-Sep 07:45:25 0.312
26-Sep 07:46:25 0.293
26-Sep 07:47:25 0.259
26-Sep 07:48:25 0.263
26-Sep 07:49:25 0.162
26-Sep 07:50:25 0.117
26-Sep 07:51:25 0.072
26-Sep 07:52:25 0.046
26-Sep 07:53:25 0.035
26-Sep 07:54:25 0.036
26-Sep 07:55:25 0.038
26-Sep 07:56:25 0.044
26-Sep 07:57:25 0.041
26-Sep 07:58:25 0.042
26-Sep 07:59:25 0.04
26-Sep 08:00:25 0.047
26-Sep 08:01:25 0.037
26-Sep 08:02:25 0.056
26-Sep 08:03:25 0.052
26-Sep 08:04:25 0.062
26-Sep 08:05:25 0.055
26-Sep 08:06:25 0.048
26-Sep 08:07:25 0.051
26-Sep 08:08:25 0.052
26-Sep 08:09:25 0.038
26-Sep 08:10:25 0.045
26-Sep 08:11:25 0.046
26-Sep 08:12:25 0.048
26-Sep 08:13:25 0.067
26-Sep 08:14:25 0.048
26-Sep 08:15:25 0.052
26-Sep 08:16:25 0.046
26-Sep 08:17:25 0.045
26-Sep 08:18:25 0.038
26-Sep 08:19:25 0.046
26-Sep 08:20:25 0.036
26-Sep 08:21:25 0.042
26-Sep 08:22:25 0.042
26-Sep 08:23:25 0.037
26-Sep 08:24:25 0.037
26-Sep 08:25:25 0.039
26-Sep 08:26:25 0.043
26-Sep 08:27:25 0.038
26-Sep 08:28:25 0.04
26-Sep 08:29:25 0.041
26-Sep 08:30:25 0.032
26-Sep 08:31:25 0.034
26-Sep 08:32:25 0.032
26-Sep 08:33:25 0.034
26-Sep 08:34:25 0.033
26-Sep 08:35:25 0.03
26-Sep 08:36:25 0.033
26-Sep 08:37:25 0.051
26-Sep 08:38:25 0.031
26-Sep 08:39:25 0.043
26-Sep 08:40:25 0.031
26-Sep 08:41:25 0.043
26-Sep 08:42:25 0.03
26-Sep 08:43:25 0.03
26-Sep 08:44:25 0.031
26-Sep 08:45:25 0.031
26-Sep 08:46:25 0.029
26-Sep 08:47:25 0.032
26-Sep 08:48:25 0.034
26-Sep 08:49:25 0.033
26-Sep 08:50:25 0.037
26-Sep 08:51:25 0.029
26-Sep 08:52:25 0.033
26-Sep 08:53:25 0.038
26-Sep 08:54:25 0.038
26-Sep 08:55:25 0.034
26-Sep 08:56:25 0.036
26-Sep 08:57:25 0.037
26-Sep 08:58:25 0.032
26-Sep 08:59:25 0.04
26-Sep 09:00:25 0.044
26-Sep 09:01:25 0.042
26-Sep 09:02:25 0.04
26-Sep 09:03:25 0.05
26-Sep 09:04:25 0.06
26-Sep 09:05:25 0.076
26-Sep 09:06:25 0.103
26-Sep 09:07:25 0.147
26-Sep 09:08:25 0.248
26-Sep 09:09:25 0.216
26-Sep 09:10:25 0.122
26-Sep 09:11:25 0.118
26-Sep 09:12:25 0.101
26-Sep 09:13:25 0.1
26-Sep 09:14:25 0.088
26-Sep 09:15:25 0.079
26-Sep 09:16:25 0.09
26-Sep 09:17:25 0.048
26-Sep 09:18:25 0.036
26-Sep 09:19:25 0.03
26-Sep 09:20:25 0.026
26-Sep 09:21:25 0.027
26-Sep 09:22:25 0.023
26-Sep 09:23:25 0.027
26-Sep 09:24:25 0.026
26-Sep 09:25:25 0.023
26-Sep 09:26:25 0.022
26-Sep 09:27:25 0.02
26-Sep 09:28:25 0.022
26-Sep 09:29:25 0.021
26-Sep 09:30:25 0.023
26-Sep 09:31:25 0.021
26-Sep 09:32:25 0.022
26-Sep 09:33:25 0.021
26-Sep 09:34:25 0.024
26-Sep 09:35:25 0.023
26-Sep 09:36:25 0.024
26-Sep 09:37:25 0.025
26-Sep 09:38:25 0.027
26-Sep 09:39:25 0.031
26-Sep 09:40:25 0.025
26-Sep 09:41:25 0.026
26-Sep 09:42:25 0.025
26-Sep 09:43:25 0.023
26-Sep 09:44:25 0.026
26-Sep 09:45:25 0.024
26-Sep 09:46:25 0.023
26-Sep 09:47:25 0.025
26-Sep 09:48:25 0.024
26-Sep 09:49:25 0.02
26-Sep 09:50:25 0.027
26-Sep 09:51:25 0.025
26-Sep 09:52:25 0.023
26-Sep 09:53:25 0.023
26-Sep 09:54:25 0.024
26-Sep 09:55:25 0.021
26-Sep 09:56:25 0.022
26-Sep 09:57:25 0.025
26-Sep 09:58:25 0.022
26-Sep 09:59:25 0.02
26-Sep 10:00:25 0.021
26-Sep 10:01:25 0.023
26-Sep 10:02:25 0.025
26-Sep 10:03:25 0.022
26-Sep 10:04:25 0.023
26-Sep 10:05:25 0.023
26-Sep 10:06:25 0.023
26-Sep 10:07:25 0.03
26-Sep 10:08:25 0.022
26-Sep 10:09:25 0.024
26-Sep 10:10:25 0.023
26-Sep 10:11:25 0.022
26-Sep 10:12:25 0.021
26-Sep 10:13:25 0.024
26-Sep 10:14:25 0.022
26-Sep 10:15:25 0.021
26-Sep 10:16:25 0.022
26-Sep 10:17:25 0.021
26-Sep 10:18:25 0.021
26-Sep 10:19:25 0.021
26-Sep 10:20:25 0.02
26-Sep 10:21:25 0.025
26-Sep 10:22:25 0.02
26-Sep 10:23:25 0.019
26-Sep 10:24:25 0.02
26-Sep 10:25:25 0.02
26-Sep 10:26:25 0.019
26-Sep 10:27:25 0.019
26-Sep 10:28:25 0.019
26-Sep 10:29:25 0.021
26-Sep 10:30:25 0.023
26-Sep 10:31:25 0.022
26-Sep 10:32:25 0.02
26-Sep 10:33:25 0.018
26-Sep 10:34:25 0.022
26-Sep 10:35:25 0.022
26-Sep 10:36:25 0.021
26-Sep 10:37:25 0.023
26-Sep 10:38:25 0.707
26-Sep 10:39:25 0.08
26-Sep 10:40:25 0.02
26-Sep 10:41:25 0.022
26-Sep 10:42:25 0.059
26-Sep 10:43:25 0.036
26-Sep 10:44:25 0.021
26-Sep 10:45:25 0.025
26-Sep 10:46:25 0.102
26-Sep 10:47:25 0.018
26-Sep 10:48:25 0.024
26-Sep 10:49:25 0.039
26-Sep 10:50:25 0.025
26-Sep 10:51:25 0.02
26-Sep 10:52:25 0.025
26-Sep 10:53:25 0.026
Regulated Standard Used for Jean Sweeney Open Space Preserve Project is with Respect to Time Weighted Averages. All other data was included in this table.
On four occaisons air monitors gave abnormal readings that were not consistant with field observations or other measuremeants.
Measurements from air monitor Northwest should be disregarded on 9/13/2017. Measurements on air monitor Southeast should be disregarded
on 9/14/2017 and 9/26/2017. Measurements on Northeast should be disregarded on 9/26/2017. For reasons for the abnormal readings please see the RACR.
Appendix E:
Noise and Vibration
Assessment
ALAMEDA AQUATIC CENTER
NOISE AND VIBRATION ASSESSMENT
Alameda, California
April 14, 2025
Prepared for:
Natalie Noyes, AICP
Senior Project Manager
David J. Powers & Associates, Inc.
1736 Franklin, Suite 400
Oakland, CA 94612
Prepared by:
Carrie J. Janello
Michael S. Thill
429 East Cotati Avenue
Cotati, CA 94931
(707) 794-0400
I&R Job No.: 24-179
1 INTRODUCTION
The project proposes an Aquatic Center on approximately 2.35 acres of undeveloped park land at the Jean Sweeney Open Space Park in Alameda, California. The proposed aquatic center would include an approximately 5,740-square-foot, one-story, L-shaped building and two outdoor pools (one 30-meter swimming pool and one activity pool). During events and competitions, the aquatic center would have amplified sound, and a permanent scoreboard, which would only be used during competitions, would be mounted on the pool storage.
There would be a perforated wind-wall around the exterior of the facility serving as the perimeter fencing. It would be a maximum height of 12 feet with vegetation planting along the base and would not be lighted.
The service enclosure/trash would be located in the parking lot to the east side. It would be serviceable from both sides and approximately 8 feet tall. There would be pool storage on the south side of the building.
The project proposes to provide lighting for the aquatic center through a combination of pole lighting, illuminated building signage, wall grazer lighting, recessed down lighting, wall mounted fixture lighting. All lighting would consist of down lights, and the pools would have lighting in the water. The building will have exterior low -level lighting along the perimeter and walkways leading to the entrance. Typical lighting would occur on the pool deck and in the pools during winter months and dusk hours.
A surface parking lot would be constructed to the west of the aquatic center with a total of 72 parking spaces. The adjacent parking lot to the north for the Peralta Community College District would accommodate 125 shared spaces for overflow parking. This parking would be available nights, weekends, and for special events.
The proposed aquatic center would be open seven days a week, except on City holidays. Proposed hours of operation are weekdays from 5:30 a.m. to 9:30 p.m.; Saturdays from 7:00 a.m. to 9:30 p.m.; and Sundays from 7:00 a.m. to 8:00 p.m. The primary uses of the aquatic center would be for swim lessons, practices, swim meets, and public swimming. A total of 180 spectator seats are proposed around the perimeter of the 30-meter pool. Typical regular hourly attendance is expected to be approximately 35 to 45 people. It is anticipated that the aquatic center would have approximately 100,000 to 150,000 visitors per year, with a daily average of 450 visitors and an hourly average of 37visitors.
Events would include swim meet competitions that would occur twice per year, with up to 500 visitors. The swim meet events are typically one to two days long and would take place primarily on weekends during the hours of 9:00 a.m. to 6:00 p.m. The swim meet events would have approximately eight to 10 teams with six to 10 members per team. Not all teams would be present at the same time but rather staggered throughout the day, with a maximum of 185 attendees on site at any given time. Most teams are expected to carpool or use vans.
2 The facility would also host smaller community events that would be held six to eight times per year, with approximately 100 people in attendance. These user events are community events, such as watching a movie in the pool , or holiday related, such as Halloween or Santa events. These events usually occur on Saturdays or Sundays between noon and 4:00 p.m., with approximately 100 people or less. Movies in the pool events would take place during operating hours in the evening. Water polo tournaments are not scheduled at this facility but may be requested by the School District if the District’s pools are not available. Water polo games would include 10 to 12 players per team with approximately 20 spectat ors, or approximately 40 people per hour throughout a given day. These are typically one-to-two-day events that usually occur on weekends.
The facility would employ three full -time staff and would have part -time staff supporting programming. During the winter season, part-time staff numbers would range from five to 10 per day with three staff members on deck per hour per day. The summer part-time staffing would range from 20 to 30 per day, with 10 to 15 staff members on deck per hour.
This report evaluates the project’s potential to result in significant impacts with respect to applicable California Environmental Quality Act (CEQA) guidelines. The report is divided into two sections: the Setting Section provides a brief description of the fundamentals of environmental noise and groundborne vibration, summarizes applicable regulatory criteria, and discusses ambient noise conditions in the project vicinity; and the Impacts and Mitigation Measures Section describes the significance criteria use d to evaluate project impacts, provides a discussion of each project impact, and presents mitigation measures, where necessary , to mitigate project impacts to a less- than-significant level.
SETTING
Fundamentals of Environmental Noise
Noise may be defined as unwanted sound. Noise is usually objectionable because it is disturbing or annoying. The objectionable nature of sound could be caused by its pitch or its loudness. Pitch is the height or depth of a tone or sound, depending on the relative rapidity ( frequency) of the vibrations by which it is produced. Higher pitched signals sound louder to humans than sounds with a lower pitch. Loudness is the intensity of sound waves combined with the reception characteristics of the ear. Intensity may be compared with the height of an ocean wave in that it is a measure of the amplitude of the sound wave.
In addition to the concepts of pitch and loudness, there are several noise measurement scales which are used to describe noise in a particular location. A decibel (dB) is a unit of measurement which indicates the relative amplitude of a sound. The zero on the decibel scale is based on the lowest sound level that the healthy, unimpaired human ear can detect. Sound levels in decibels are calculated on a logarithmic basis. An increase of 10 decibels represents a ten -fold increase in acoustic energy, while 20 decibels is 100 times more intense, 30 decibels is 1,000 times more intense, etc. There is a relationship between the subjective noisiness or loudness of a sound and its intensity. Each 10 decibel increase in sound level is perceived as approximately a doubling of loudness over a fairly wide range of intensities. Technical terms are defined in Table 1.
3 TABLE 1 Definition of Acoustical Terms Used in this Report Term Definition
Decibel, dB A unit describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20 micro Pascals.
Sound Pressure Level Sound pressure is the sound force per unit area, usually expressed in micro Pascals (or 20 micro Newtons per square meter), where 1 Pascal is the pressure resulting from a force of 1 Newton exerted over an area of 1 square meter. The sound pressure level is expressed in decibels as 20 times the logarithm to the base 10 of the ratio between the pressures exerted by the sound to a reference sound pressure (e. g., 20 micro Pascals). Sound pressure level is the quantity that is directly measured by a sound leve l meter.
Frequency, Hz The number of complete pressure fluctuations per second above and below atmospheric pressure. Normal human hearing is between 20 Hz and 20,000 Hz. Infrasonic sound are below 20 Hz and Ultrasonic sounds are above 20,000 Hz.
A-Weighted Sound
Level, dBA
The sound pressure level in decibels as measured on a sound level meter using the A-weighting filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise.
Equivalent Noise Level,
Leq
The average A-weighted noise level during the measurement period.
Lmax, Lmin The maximum and minimum A -weighted noise level during the measurement period.
L01, L10, L50, L90 The A-weighted noise levels that are exceeded 1%, 10%, 50%, and 90% of the time during the measurement period.
Day/Night Noise Level,
L
dn or DNL
The average A -weighted noise level during a 24 -hour day, obtained after addition of 10 decibels to levels measured in the night between 10:00 pm and 7:00 am.
Community Noise
Equivalent Level,
CNEL
The average A -weighted noise level during a 24 -hour day, obtained after addition of 5 decibels in the evening from 7:00 pm to 10:00 pm and after addition of 10 decibels to sound levels measured in the night between 10:00 pm and 7:00 am.
Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location.
Intrusive That noise which intrudes over and above the existing ambient noise at a given location. The relative intrusiveness of a sound depends upon its amplitude, duration, frequency, and time of occurrence and tonal or informational content as well as the prevailing ambient noise level.
Source: Handbook of Acoustical Measurements and Noise Control, Harris, 1998.
4 There are several methods of characterizing sound. The most common in California is the A- weighted sound level (dBA). This scale gives greater weight to the frequencies of sound to which the human ear is most sensitive. Representative outdoor and indoor noise levels in units of dBA are shown in Table 2. Because sound levels can vary markedly over a short period of time, a method for describing either the average character of the sound or the statistical behavior of the variations must be utilized. Most commonly, environmental sounds are described in terms of an average level that has the same acoustical energy as the summation of all the time-varying events.
This energy-equivalent sound/noise descriptor is called L eq. The most common averaging period
is hourly, but Leq can describe any series of noise events of arbitrary duration.
The scientific instrument used to measure noise is the sound level meter. Sound level meters can accurately measure environmental noise levels to within about plus or minus 1 dBA. Various computer models are used to predict environmental noise levels from sources, such as roadways and airports. The accuracy of the predicted models depends upon the distance the receptor is from the noise source. Close to the noise source, the models are accurate to within about plus or minus 1 to 2 dBA.
Since the sensitivity to noise increases during the evening and at night -- because excessive noise interferes with the ability to sleep -- 24-hour descriptors have been developed that incorporate artificial noise penalties added to quiet-time noise events. The Community Noise Equivalent Level (CNEL) is a measure of the cumulative noise exposure in a community, with a 5 dB penalty added to evening (7:00 p.m. to 10:00 p.m.) and a 10 dB addition to nocturnal (10:00 p.m. to 7:00 a.m.) noise levels. The Day/Night Average Sound Level (L
dn or DNL) is essentially the same as CNEL,
with the exception that the evening time period is dropped and all occurrences during this three - hour period are grouped into the daytime period.
Effects of Noise
Sleep and Speech Interference
The thresholds for speech interference indoors are about 45 dBA if the noise is steady and above 55 dBA if the noise is fluctuating. Outdoors the thresholds are about 15 dBA higher. Steady noises of sufficient intensity (above 35 dBA) and fluctuating noise levels above about 45 dBA have been shown to affect sleep. Interior residential standards for multi-family dwellings are set by the State of California at 45 dBA L
dn. Typically, the highest steady traffic noise level during the daytime is about equal to the Ldn and nighttime levels are 10 dBA lower. The standard is designed for sleep and speech protection and most jurisdictions apply the same criterion for all residential uses.
Typical structural attenuation is 12 to 17 dBA with open windows. With closed windows in good condition, the noise attenuation factor is around 20 dBA for an older structure and 25 dBA for a newer dwelling.
1 Sleep and speech interference is therefore possible when exterior noise levels are about 57 to 62 dBA Ldn with open windows and 65 to 70 dBA Ldn if the windows are closed.
1 Based on the U.S. Department of Transportation Federal Highway Administration document “Highway Traffic Noise:
Analysis and Abatement Guidance” (2010) and data from Illingworth & Rodkin, Inc. noise monitoring projects. 5 TABLE 2 Typical Noise Levels in the Environment
Common Outdoor Activities
Noise Level (dBA)
Common Indoor Activities
110 dBA Rock band
Jet fly-over at 1,000 feet
100 dBA
Gas lawn mower at 3 feet
90 dBA
Diesel truck at 50 feet at 50 mph Food blender at 3 feet 80 dBA Garbage disposal at 3 feet
Noisy urban area, daytime
Gas lawn mower, 100 feet 70 dBA Vacuum cleaner at 10 feet Commercial area Normal speech at 3 feet
Heavy traffic at 300 feet 60 dBA
Large business office
Quiet urban daytime 50 dBA Dishwasher in next room
Quiet urban nighttime 40 dBA Theater, large conference room Quiet suburban nighttime
30 dBA Library
Quiet rural nighttime Bedroom at night, concert hall
(background)
20 dBA
Broadcast/recording studio
10 dBA
0 dBA
Source: Technical Noise Supplement (TeNS), California Department of Transportation, September 2013.
6 Levels of 55 to 60 dBA are common along collector streets and secondary arterials, while 65 to 70 dBA is a typical value for a primary/major arterial. Levels of 75 to 80 dBA are normal noise levels at the first row of development outside a freeway right-of- way. In order to achieve an acceptable interior noise environment, bedrooms facing secondary roadways need to be able to have their windows closed, those facing major roadways and freeways typically need special glass windows.
Annoyance
Attitude surveys are used for measuring the annoyance felt in a community for noises intruding into homes or affecting outdoor activity areas. In these surveys, it was determined that the causes for annoyance include interference with speech, radio and tel evision, house vibrations, and interference with sleep and rest. The L
dn as a measure of noise has been found to provide a valid correlation between noise level and the percentage of people annoyed. People have been asked to judge the annoyance caused by aircraft noise and ground transportation noise. There continues to be disagreement about the relative annoyance of these different sources. When measuring the percentage of the population highly annoyed, the threshold for ground vehicle noise is about 50 dBA L
dn. At a Ldn of about 60 dBA, approximately 12 percent of the population is highly annoyed.
When the Ldn increases to 70 dBA, the percentage of the population highly annoyed increases to about 25 to 30 percent of the population. There is, therefore, an increase of about 2 percent per dBA between a L dn of 60 to 70 dBA. Between a L dn of 70 to 80 dBA, each decibel increase increases by about 3 percent the percentage of the population highly annoyed. People appear to respond more adversely to aircraft noise. When the L
dn is 60 dBA, approximately 30 to 35 percent
of the population is believed to be highly annoyed. Each decibel increase to 70 dBA adds about 3 percentage points to the number of people highly annoyed. Above 70 dBA, each decibel increase results in about a 4 percent increase in the percentage of the population highly annoyed. 2 Fundamentals of Groundborne Vibration
Ground vibration consists of rapidly fluctuating motions or waves with an average motion of zero.
Several different methods are typically used to quantify vibration amplitude. One method is the Peak Particle Velocity (PPV). The PPV is defined as the maximum instantaneous positive or negative peak of the vibration wave. In this report, a PPV descriptor with units of mm/sec or in/sec is used to evaluate construction generated vibration for building damage and human complaints.
Table 3 displays the reactions of people and the effects on buildings that continuous or frequent intermittent vibration levels produce. The guidelines in Table 3 represent syntheses of vibration criteria for human response and potential damage to buildings resulting from construction vibration.
Construction activities can cause vibration that varies in intensity depending on several factors.
The use of pile driving and vibratory compaction equipment typically generates the highest construction related groundborne vibration levels. Because of the impulsive nature of such activities, the use of the PPV descriptor has been routinely used to measure and assess groundborne vibration and almost exclusively to assess the potential of vibration to cause damage and the degree of annoyance for humans.
2 Kryter, Karl D. The Effects of Noise on Man. Menlo Park, Academic Press, Inc., 1985. 7 TABLE 3 Reaction of People and Damage to Buildings from Continuous or Frequent Intermittent Vibration Levels
Velocity Level,
PPV (in/sec) Human Reaction Effect on Buildings
0.01 Barely perceptible No effect
0.04 Distinctly perceptible Vibration unlikely to cause damage of any type to any structure
0.08 Distinctly perceptible to
strongly perceptible
Recommended upper level of the vibration to which
ruins and ancient monuments should be subjected
0.1 Strongly perceptible Threshold at which there is a risk of damage to fragile buildings with no risk of damage to most buildings
0.25 Strongly perceptible to severe Threshold at which there is a risk of damage to historic and some old buildings.
0.3 Strongly perceptible to severe Threshold at which there is a risk of damage to older residential structures
0.5 Severe - Vibrations considered
unpleasant
Threshold at which there is a risk of damage to new
residential and modern commercial/industrial structures Source: Transportation and Construction Vibration Guidance Manual, California Department of Transportation, April 2020.
The two primary concerns with construction-induced vibration, the potential to damage a structure and the potential to interfere with the enjoyment of life, are evaluated against different vibration limits. Human perception to vibration varies with the ind ividual and is a function of physical setting and the type of vibration. Persons exposed to elevated ambient vibration levels, such as people in an urban environment, may tolerate a higher vibration level.
Structural damage can be classified as cosmetic only, such as paint flaking or minimal extension of cracks in building surfaces; minor, including limited surface cracking; or major which could threaten the structural integrity of the building. Safe vibration limits that can be applied to assess the potential for damaging a structure vary by researcher. The damage criteria presented in Table 3 include several categories for ancient, fragile, and historic structures, the types of structures most at risk to da mage. Most buildings are included within the categories ranging from “Historic and some old buildings” to “Modern industrial/commercial buildings”. Construction-induced vibration that can be detrimental to the building is very rare and has only been observed in instances where the structure is at a high state of disrepair and the construction activity occurs immediately adjacent to the structure.
The annoyance levels shown in Table 3 should be interpreted with care since vibration may be found to be annoying at lower levels than those shown, depending on the level of activity or the sensitivity of the individual. To sensitive individuals, vibrations approaching the threshold of perception can be annoying. Low-level vibrations frequently cause irritating secondary vibration, such as a slight rattling of windows, doors, or stacked dishes. The rattling sound can give rise to exaggerated vibration complaints, even though there is very little risk of actual structural damage.
8 Regulatory Background – Noise
This section describes the relevant guidelines, policies, and standards established by Federal Agencies, State Agencies, Alameda County, and the City of Alameda. The State CEQA Guidelines, Appendix G, are used to assess the potential significance of impacts pursuant to local General Plan policies or the applicable standards of other agencies. A summary of the applicable regulatory criteria is provided below.
Federal Government
Federal Transit Administration. The Federal Transit Administration (FTA) has identified construction noise thresholds in the Transit Noise and Vibration Impact Assessment Manual,3 which limit daytime construction noise to 80 dBA L eq at residential land uses, to 85 dBA L eq at commercial and office uses, and to 90 dBA Leq at industrial land uses.
State of California
State CEQA Guidelines. The California Environmental Quality Act (CEQA) contains guidelines to evaluate the significance of effects of environmental noise attributable to a proposed project.
Under CEQA, noise impacts would be considered significant if the project would result in:
(a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies;
(b) Generation of excessive groundborne vibration or groundborne noise levels;
(c) For a project located within the vicinity of a private airstrip or an airport land use plan or where such a plan has not been adopted within two miles of a public airport or public use airport, if the project would expose people residing or working in the project area to excessive noise levels.
Alameda County
Oakland International Airport: Airport Land Use Commission Compatibility Plan. The Airport Land Use Compatibility Plan was prepared for the Alameda County ALUC in December 2012, and included noise compatibility policies to prevent the development of noise -sensitive land uses in portions of the airport environ that are exposed to signific ant levels of aircraft noise. The compatibility of new nonresidential development with noise levels generated by the Airport is provided in Table 3-1.
3 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, FTA Report No. 0123, September 2018.
9 Source: Oakland International Airport, Airport Land Use Compatibility Plan, December 2010, Amended December 15, 2012.
10 City of Alameda
City of Alameda General Plan 2040. Chapter 6 of the City of Alameda General Plan 2040, which was amended in June 2022, includes policies and actions with the goal of maintaining an adequate noise environment in the City of Alameda. The following are applicable to this proposed project:
Objective 6. Protect Alameda residents from the harmful effects of exposure to excessive noise from aircraft, buses, boats, trucks and automobiles, and adjacent land uses.
Policy HS-41: Support Policies to Reduce Transportation Noise. Support state and federal legislation to reduce transportation noise from cars, trucks, and aircraft.
Policy HS-58: Business Operations. To the extent feasible, through the development entitlement process, require local businesses to reduce noise impacts on the community by avoiding or replacing excessively noisy equipment and machinery, applying noise -reduction technology, and following operating procedures that limit the potential for conflicts.
Policy HS-59: Require Noise Reduction Strategies in All Construction Projects.
Require a vibration impact assessment for proposed projects in which heavy-duty construction equipment would be used (e.g. pile driving, bulldozing) within 200 feet of an existing structure or sensitive receptor. If applicable, the City shall require all feasible mitigation measures to be implemented to ensure that no damage to structures will occur and disturbance to sensitive receptors will be minimized.
Policy HS-60: Significant CEQA Impacts. In making a determination of impact under the California Environmental Quality Act (CEQA), consider the following impacts to be “significant” if the proposed project causes: an increase in the day-night average sound level (L
dn) of 4 or more dBA if the resulting noise
level would exceed that described as normally acceptable for the affected land use, as indicated by State guidelines, or any increase in L dn of 6 dBA or more.
City of Alameda Municipal Code. Chapter IV of the City’s Municipal Code includes noise control regulations, and the following apply to the proposed project:
Chapter 4-10.4 – Exterior Noise Standards
b. Exterior noise levels when measured at any receiving single or multiple family residential, school, hospital, church, public library or commercial property situated in the City do not conform to the provisions of this subsection when they exceed the noise level sta ndards set forth in Table I or Table II (Tables 4 and 5, respectively, in this report) following:
11 TABLE 4 Receiving Land Use Noise Level Standards, dB(A) – Single or Multiple Family Residential, School, Hospital, Church, or Public Library Properties Category
Cumulative Number of Minutes
in Any One (1) Hour Time Period
Daytime (7:00 a.m.
to 10:00 p.m.)
Nighttime (10:00
p.m. to 7:00 a.m.)
1a 30 55 50
2 15 60 55
3 5 65 60
4 1 70 65
5 0 75 70
a For example, this means the measured noise level may not exceed fifty- five (55) dB(A) for more than thirty (30) minutes out of any one (1) hour time period.
TABLE 5 Receiving Land Use Noise Level Standards, dB(A) – Commercial Properties Category
Cumulative Number of Minutes
in Any One (1) Hour Time Period
Daytime (7:00 a.m.
to 10:00 p.m.)
Nighttime (10:00
p.m. to 7:00 a.m.)
1a 30 65 60
2 15 70 65
3 5 75 70
4 1 80 75
5 0 85 80
c. In the event the measured ambient noise level exceeds the applicable noise level standard in any category above, the applicable standards shall be adjusted so as to equal said ambient noise level.
d. Each of the noise level standards specified above shall be reduced by five (5) dB(A) for simple tone noises, noises consisting primarily of speech or music, or for recurring impulsive noises.
Chapter 4-10.5 – Prohibited Acts
b. Specific Provisions. The following acts, and the causing or permitting thereof, are a violation of this section:
7. Loading and Unloading . Loading, unloading, opening, closing or other handling of boxes, crates, containers, building materials, garbage cans, or similar objects between the hours of 10:00 p.m. and 7:00 a.m. in such a manner as to cause a noise disturbance across a residential r eal property line. This action shall not apply to such activities where the items handled are still in interstate commerce.
8. Vibration. Operating or permitting the operation of any device that creates a vibration which is above the vibration perception threshold of an individual at or beyond the 12 property boundary of the source if on private property or at one hundred fifty (150′) feet (forty-six [46] meters) from the source if on a public space or public right-of-way.
10. Construction. Construction other than during the following hours: 7:00 a.m. to 7:00 p.m. Monday through Fridays and 8:00 a.m. to 5:00 p.m. on Saturdays.
Chapter 4-10.7 – Special Provisions (Exceptions)
e. Construction. The provisions of this section shall not apply to noise sources associated with construction provided the activities take place between the hours of 7:00 a.m. to 7:00 p.m.
Monday through Fridays or 8:00 a.m. to 5:00 p.m. on Saturdays.
i. City Parks. The provisions of this Chapter shall not apply to recreational programs or activities conducted within City parks between the hours of 9:00 a.m. and 10:15 p.m.
Existing Noise Environment
The Alameda Aquatic Center is proposed on the west side of Jean Sweeney Open Space Park, southeast of the Wilma Chan Way/Atlantic Avenue intersection, in the City of Alameda. The site is bound by Wilma Chan Way to the west; Atlantic Avenue to the north; single-family residences and small commercial uses to the south; and the park to the east. Other surrounding land uses include single-family residences and the Ismaili Cultural Center to the north, opposite Atlantic Avenue and multi-family residences and commercial uses to the west, opposite Wilma Chan Way.
The noise environment at the site and in the surrounding area results primarily from distant traffic along Webster Street and local traffic along Wilma Chan Way and Atlantic Avenue. A ircraft associated with Oakland International Airport also contributes to the noise environment.
A noise monitoring survey consisting of three long-term (LT-1 through LT-3) and three short-term (ST-1 through ST-3) noise measurements was made between Wednesday, January 15, 2025, and Friday, January 17, 2025. All measurement locations are shown in Figure 1.
Long-term noise measurement LT-1 was made in front of 1850 8 th Street, approximately 20 feet
east of the centerline of the roadway. Hourly average noise levels at LT -1 typically ranged from 51 to 65 dBA Leq during daytime hours (7:00 a.m. and 10:00 p.m.) and from 41 to 64 dBA Leq during nighttime hours (10:00 p.m. and 7:00 a.m.). The day-night average noise level on Thursday, January 16, 2025, was 57 dBA Ldn. The daily trend in noise levels at LT-1 is shown in Figures A1 through A3 of Appendix A below.
LT-2 was made along Wilma Chan Way, approximately 35 feet east of the centerline. Hourly average noise levels at LT -2 typically ranged from 68 to 72 dBA L eq during daytime hours and
from 59 to 71 dBA L eq during nighttime hours. The day- night average noise level on Thursday, January 16, 2025, was 73 dBA Ldn. The daily trend in noise levels at LT-2 is shown in Figures A4 through A6 of Appendix A.
13 FIGURE 1 Aerial Image of the Project Site and Surrounding Area with the Noise Measurement Locations Identified
Source: Google Earth, 2025.
14 LT-3 was made behind the residence at 2001 Bartlet Drive, approximately 60 feet north of the centerline of Atlantic Avenue. Hourly average noise levels at LT-3 typically ranged from 58 to 71 dBA Leq during daytime hours and from 47 to 61 dBA Leq during nighttime hours. The day-night average noise level on Thursday, January 16, 2025, was 65 dBA Ldn. The daily trend in noise levels at LT-2 is shown in Figures A7 through A9 of Appendix A.
Short-term, 10-minute noise measurements ST-1 through ST-3 were made on Wednesday, January 15, 2025, between 1:00 p.m. and 1:50 p.m. Table 6 summarizes the noise measurement results at each location.
ST-1 was made along the walking trail located on the project site, approximately 250 feet south of the Atlantic Avenue centerline and approximately 610 feet east of the Wilma Chan Way centerline.
Background traffic noise from Atlantic Avenue consisted of 48 passenger vehicles (46 to 52 dBA) and four heavy trucks (50 to 54 dBA). Additionally, a jet flying overhead generated noise levels of 59 dBA. The 10-minute L
eq measured at ST-1 was 50 dBA.
ST-2 was made along the northern boundary of the project site, approximately 35 feet south of the Atlantic Avenue centerline. During the ST-2 measurement, traffic along Atlantic Avenue included one bus (66 dBA) and 58 passenger cars (63 to 72 dBA). Nearby train horns were audible at ST- 2, generating noise levels of 52 to 54 dBA. Additionally, a helicopter (64 dBA) and jet (53 dBA) contributed to the noise measurement during ST -2. The 10-minute L eq measured at ST-2 was 63
dBA.
ST-3 was made in the food bank parking lot, approximately 60 feet east of the Wilma Chan Way centerline. Traffic along Wilma Chan Way included 189 passenger cars (58 to 78 dBA). Traffic noise from nearby Atlantic Avenue generated noise levels ranging from 60 to 62 dBA at ST -3. A nearby train horn generated noise levels of 57 dBA at ST-3. The 10-minute L eq measured at ST-3
was 64 dBA.
TABLE 6 Summary of Short-Term Noise Measurements (dBA)
Noise Measurement
Location Date, Time Measured Noise Level, dBA
Lmax L(1) L(10) L(50) L(90) Leq
ST-1: walking trail
roundabout at the
park
1/15/2025,
13:00-13:10 60 55 52 50 49 50
ST-2: ~35 feet south
of the Atlantic
Avenue centerline
1/15/2025,
13:20-13:30 72 70 68 64 57 63
ST-3: ~60 feet east of
the Wilma Chan Way
centerline
1/15/2025,
13:40-13:50 78 71 69 64 61 64
IMPACTS AND MITIGATION MEASURES
This section describes the significance criteria used to evaluate project impacts under CEQA and provides a discussion of each project impact.
15 Significance Criteria
The following criteria were used to evaluate the significance of environmental noise resulting from the project:
(a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies;
(b) Generation of excessive groundborne vibration or groundborne noise levels;
(c) For a project located within the vicinity of a private airstrip or an airport land use plan or where such a plan has not been adopted within two miles of a public airport or public use airport, if the project would expose people residing or working in the project area to excessive noise levels.
Impact 1a: Temporary Construction Noise. Noise-sensitive land uses surrounding the project site would be exposed to a temporary increase in ambient noise levels for a period exceeding one year. However, temporary construction noise levels are not expected to exceed FTA thresholds at the property lines of the nearest surrounding noise-sensitive land uses. With the incorporation of construction best management practices, the impact would be reduced to a less-than-significant level.
The project’s construction schedule assumed that the earliest possible start date would be early November 2025 with completion by late May 2027 (a total construction period of about 20 months). The applicant proposes construction between 7:00 a.m. and 4:00 p.m. Construction phases would include demolition, site preparation, grading, trenching, building construction, architectural coating, and paving. During each phase of construction, there would be a different mix of equipment operating, and noise levels would vary by phase and vary within phases, based on the amount of equipment in operation and the location at which the equipment is operating.
Noise impacts resulting from construction depend upon the noise generated by various pieces of construction equipment, the timing and duration of noise -generating activities, and the distance between construction noise sources and noise -sensitive areas. Construction noise impacts primarily result when construction activities occur during noise -sensitive times of the day (e.g., early morning, evening, or nighttime hours), the construction occurs in areas immediately adjoining noise-sensitive land uses, or when construction lasts over extended periods of time.
Chapter 4-10.5 of the City’s Municipal Code limits construction work hours to between 7:00 a.m. and 7:00 p.m. Monday through Fridays and 8:00 a.m. to 5:00 p.m. on Saturdays.
While the City of Alameda does not establish noise level thresholds for construction activities, this analysis uses the noise limits established by the Federal Transit Administration (FTA) to identify the potential for impacts due to substantial temporary construction noise. The FTA identifies construction noise limits in the Transit Noise and Vibration Impact Assessment Manual. During daytime hours, an exterior threshold of 80 dBA L
eq shall be applied at residential land uses, 85
16 dBA L eq shall be applied at commercial and office uses, and 90 dBA L eq shall be applied at industrial land uses.
Construction activities for individual projects are typically carried out in phases. During each phase of construction, there would be a different mix of equipment operating, and noise levels would vary by phase and vary within phases, based on the amount of equipment in operation and the location at which the equipment is operating. The typical range of maximum instantaneous noise levels for the proposed project would be 70 to 90 dBA L max at a distance of 50 feet (see Table
7) from the equipment.
Table 8 shows the hourly average noise level ra nges, by construction phase, typical for various types of projects. Hourly average noise levels generated by construction typically are about 71 to 89 dBA L
eq for recreational facilities, measured at a distance of 50 feet from the center of a busy construction site. Construction-generated noise levels drop off at a rate of about 6 dBA per doubling of the distance between the source and receptor. Shielding by buildings or terrain often results in lower construction noise levels at distant receptors.
Federal Highway Administration’s (FHWA’s) Roadway Construction Noise Model (RCNM) was used to calculate the typical hourly average noise levels for each phase of construction, assuming the two loudest pieces of equipment would operate simultaneously, as re commended by the Federal Transit Administration (FTA) for construction noise evaluations. This construction noise model includes representative sound levels for the most common types of construction equipment and the approximate usage factors of such equipment that were developed based on an extensive database of information gathered during the construction of the Central Artery/Tunnel Project in Boston, Massachusetts (CA/T Project or "Big Dig"). The usage factors represent the percentage of time that the equipment would be operating at full power.
TABLE 7 Construction Equipment 50-Foot Noise Emission Limits Equipment Category Lmax Level (dBA)1,2 Impact/Continuous Arc Welder
Auger Drill Rig
Backhoe
Bar Bender
Boring Jack Power Unit
Chain Saw
Compressor3
Compressor (other)
Concrete Mixer
Concrete Pump
Concrete Saw
Concrete Vibrator
Crane
Dozer
Excavator
Front End Loader
Generator
Generator (25 KVA or less)
Gradall
73 85
80 80
80 85
70 80
85 82
90 80
85 85
85 80
82 70
85 Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
17 Equipment Category Lmax Level (dBA)1,2 Impact/Continuous Grader
Grinder Saw
Horizontal Boring Hydro Jack
Hydra Break Ram
Impact Pile Driver
Insitu Soil Sampling Rig
Jackhammer
Mounted Impact Hammer (hoe ram)
Paver
Pneumatic Tools
Pumps
Rock Drill
Scraper
Slurry Trenching Machine
Soil Mix Drill Rig
Street Sweeper
Tractor
Truck (dump, delivery)
Vacuum Excavator Truck (vac-truck)
Vibratory Compactor
Vibratory Pile Driver
All other equipment with engines larger than 5 HP
85 85
80 90
105
84 85
90 85
85 77
85 85
82 80
80 84
84 85
80 95
85 Continuous
Continuous
Continuous
Impact
Impact
Continuous
Impact
Impact
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Notes:
1 Measured at 50 feet from the construction equipment, with a “slow” (1 sec.) time constant. 2 Noise limits apply to total noise emitted from equipment and associated components operating at full power while engaged in its intended operation.
3Portable Air Compressor rated at 75 cfm or greater and that operates at greater than 50 psi.
TABLE 8 Typical Ranges of Construction Noise Levels at 50 Feet, L eq (dBA)
Domestic Housing
Office Building,
Hotel, Hospital,
School, Public
Works
Industrial Parking
Garage, Religious
Amusement &
Recreations, Store,
Service Station
Public Works
Roads & Highways,
Sewers, and
Trenches
I II I II I II I II
Ground
Clearing
83 83
84 84
84 83
84 84
Excavation
88 75
89 79
89 71
88 78
Foundations
81 81
78 78
77 77
88 88
Erection
81 65
87 75
84 72
79 78
Finishing
88 72
89 75
89 74
84 84
I - All pertinent equipment present at site.
II - Minimum required equipment present at site.
Source: U.S.E.P.A., Legal Compilation on Noise, Vol. 1, p. 2-104, 1973.
18 Equipment expected to be used in each construction phase are summarized in Table 9, along with the quantity of each type of equipment and the reference noise level at 50 feet, assuming the operation of the two loudest pieces of construction equipment for each construction phase, per recommendation by the FTA.
TABLE 9 Construction Noise Levels for the Proposed Project at a Distance of 50 feet Phase of Construction Total
Workdays
Construction Equipment
(Quantity)
Estimated
Construction
Noise Level at 50
feet, dBA Leq
Demolition 20
Concrete/Industrial Saw (1)a
Excavator (1)
Rubber-Tired Dozer (1)
Tractor/Loader/Backhoe (1)a
85 Site Preparation 10
Grader (1)a
Rubber-Tired Dozer (1)
Tractor/Loader/Backhoe (1)a
84 Grading/Excavation 30
Excavator (2)
Grader (1)a
Rubber-Tired Dozer (1)a
83 Trenching/Foundation 20 Tractor/Loader/Backhoe (1)a
Excavator (2)a 82
Building – Exterior 180
Forklift (3)
Tractor/Loader/Backhoe (1)a
Welder (2)a
82 Building – Interior/
Architectural Coating 100 Air Compressor (1)a
Aerial Lift (2)a 75
Paving 20
Paving Equipment (1)a
Roller (1)
Tractor/Loader/Backhoe (1)a
84 a Denotes two loudest pieces of construction equipment per phase.
Temporary construction noise was also assessed at the receiving property lines of all existing receptors in the area that would have direct exposure to the project site. Table 10 summarizes the hourly average noise levels calculated for all construction equipment operating simultaneously in each phase for the proposed building construction when the source level s are positioned at the center of the project site and propagated to the receiving property lines. Noise levels in Table 10 do not assume reductions due to intervening buildings or existing barriers.
As shown in Tables 9 and 10, construction noise levels would intermittently range from 75 to 85 dBA L
eq at a distance of 50 feet from the operational equipment. Construction noise levels would range from 61 to 77 dBA Leq at the nearest residential uses and the cultural center when activities are focused near the center of the proposed project site. Construction noise levels would range from 52 to 63 Leq at the adjoining college building, from 52 to 71 dBA L eq at the surrounding commercial and office buildings, and from 43 to 54 dBA Leq at the park when activities are focused near the center of the proposed project site.
19 TABLE 10 Construction Noise Levels for the Proposed Project at the Receiving Property Lines in the Project Vicinity
Calculated Hourly Average Noise Levels, Leq (dBA)
South Res. &
Comm. (275ft)
West Alameda
Food Bank
(360ft)
West Comm.
(500ft)
North Res. &
Ismaili Cultural
Center (145ft)
East College &
Office Buildings
(720ft)
East Park
(2,035ft)
Demolition 71 69 66 77 63 54
Site
Preparation 70 67 65 75 61 52
Grading/
Excavation 70 67 64 75 61 52
Trenching/
Foundation 68 66 63 74 60 51
Building –
Exterior 67 64 61 72 58 49
Building –
Interior/
Architectural
Coating
61 58 56 66 52 43
Paving 70 68 65 76 62 53
20 To minimize annoyance and disruption to all surrounding receptors, the following construction best management practices shall be incorporated into the proposed project as a condition of approval.
Construction Best Management Practices
Construction best management practices shall include, but are not limited to, the following:
• Equip all internal combustion engine -driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment.
• Prohibit unnecessary idling of internal combustion engines.
• Locate stationary noise -generating equipment such as air compressors or portable power generators as far as possible from sensitive receptors. Construct temporary noise barriers to screen stationary noise -generating equipment when located near adjoining sensitive land uses.
• Utilize “quiet” air compressors and other stationary noise sources where technology exists.
• Control noise from construction workers’ radios to a point where they are not audible at existing residences bordering the project site.
• Notify all adjacent business, residences, and other noise -sensitive land uses of the construction schedule, in writing, and provide a written schedule of “noisy” construction activities to the adjacent land uses and nearby residences.
• Designate a “disturbance coordinator” who shall be responsible for responding to any complaints about construction noise. The disturbance coordinator shall determine the cause of the noise complaint (e.g., bad muffler, etc.) and shall require that reasonable measures be implemented to correct the problem. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding the construction schedule.
With the implementation of the above best management practices, construction noise levels would be reduced as much as possible at the surrounding receptors minimizing disruption and annoyance.
Since the FTA thresholds are not expected to be exceeded during project construction, and with the understanding that construction activities would occur for a limited period of time, the temporary construction noise impact would be less-than-significant.
Mitigation Measure 1a: None required.
21 Impact 1b: Permanent Noise Level Increase/Exceed Applicable Standards. Operational noise levels would be exempt from the Municipal Code standards between 9:00 a.m. and 10:00 p.m., and noise outside of these hours would not exceed the Municipal Code standards. During swim meet tournaments that occur two weekends a year , noise levels would be substantially increased. This is a potentially significant impact.
According to Policy HS -60 of the City’s General Code, a significant impact would occur if the proposed project causes: an increase of 4 dBA L
dn or more if the resulting noise level would exceed
the normally acceptable limit for the affected land use; or any increase of 6 dBA Ldn or more.
Chapter 4-10.4 of the City’s Municipal code provides exterior noise standards for noise-sensitive uses (i.e., residences, hospitals, churches, etc.) and commercial uses. For activities occurring for more than 30 minutes in a given hour, noise levels would be limited to 55 dBA L 50 during daytime
hours and 50 dBA L 50 during nighttime hours for noise -sensitive uses and to 65 dBA L 50 during daytime hours and 60 dBA L 50 during nighttime hours for commercial uses. For activities occurring for more than five minutes in a given hour, noise levels would be limited to 65 dBA L08 during daytime hours and 60 dBA L 08 during nighttime hours for noise -sensitive uses and to 75 dBA L 08 during daytime hours and 70 dBA L 08 during nighttime hours for commercial uses.
Maximum instantaneous noise levels would be limited to 75 dBA L max during daytime hours and 70 dBA Lmax during nighttime hours for noise-sensitive uses and to 85 dBA L max during daytime hours and 80 dBA Lmax during nighttime hours for commercial uses.
Where ambient conditions exceed these standards, ambient noise levels would be used as the daytime and nighttime standards. Additionally, a 5 dBA penalty shall be applied to the daytime and nighttime standards when the noise source consists of simple tone noises, noises consisting primarily of speech or music, or for recurring impulsive noises . Table 11 summarizes the applicable standards for the proposed project at each of the surrounding receptors.
Additionally, Chapter 4-10.7 of the Municipal Code includes exemptions for the standards in Table 11, which includes noise generated at recreational programs or activities conducted within City parks between the hours of 9:00 a.m. and 10:15 p.m.
22 TABLE 11 Standards Applied to Each of the Surrounding Receptors Receptor Ambient
Meter
Daytime Standards Nighttime Standards
More than 30
minutes,
dBA L50
More than 5
minutes,
dBA L08
Max. Level,
dBA Lmax
More than 30
minutes,
dBA L50
More than 5
minutes,
dBA L08
Max. Level,
dBA Lmax
South Residences LT-1a 55 65 75 50 60 70
South Commercial
Uses LT-2b 68 75 85 60 70 83
West Alameda
Food Bank LT-2b 68 75 85 60 70 83
West Commercial
Uses LT-2b 68 75 85 60 70 83
North Residences LT-3c 58 67 80 50 60 74
North Ismaili
Cultural Center LT-3c 58 67 80 50 60 74
East College LT-3c 58 67 80 50 60 74
East Offices LT-3c 65 75 85 60 70 80
a LT-1 represents the existing ambient noise environment at south residences. L50 noise levels at LT-1 typically range from 49 to 54 dBA L50 (average of 51 dBA L50) during daytime hours and from 39 to 52 dBA L50 (average of 47 dBA L50) during the nighttime hours; L08 noise levels typically range from 53 to 63 dBA L08 (average of 56 dBA L08) during daytime hours and from 43 to 63 dBA L08 (average of 51 dBA L08) during the nighttime hours; and Lmax noise levels typically range from 65 to 92 dBA Lmax (average of 72 dBA Lmax) during daytime hours and from 53 to 91 dBA Lmax (average of 65 dBA Lmax) during the nighttime hours. Existing ambient Ldn at LT-1 is 57 dBA.
b LT-2 represents the existing ambient noise environment at south residences. L50 noise levels at LT-2 typically range from 65 to 69 dBA L50 (average of 68 dBA L50) during daytime hours and from 47 to 66 dBA L50 (average of 55 dBA L50) during the nighttime hours; L08 noise levels typically range from 73 to 77 dBA L08 (average of 75 dBA L08) during daytime hours and from 61 to 76 dBA L08 (average of 69 dBA L08) during the nighttime hours; and Lmax noise levels typically range from 81 to 87 dBA Lmax (average of 84 dBA Lmax) during daytime hours and from 79 to 96 dBA Lmax (average of 83 dBA Lmax) during the nighttime hours. Existing ambient Ldn at LT-2 is 73 dBA.
c LT-3 represents the existing ambient noise environment at south residences. L50 noise levels at LT-3 typically range from 55 to 62 dBA L50 (average of 58 dBA L50) during daytime hours and from 41 to 56 dBA L50 (average of 48 dBA L50) during the nighttime hours; L08 noise levels typically range from 62 to 73 dBA L08 (average of 67 dBA L08) during daytime hours and from 51 to 65 dBA L08 (average of 56 dBA L08) during the nighttime hours; and Lmax noise levels typically range from 73 to 91 dBA Lmax (average of 80 dBA Lmax) during daytime hours and from 67 to 84 dBA Lmax (average of 74 dBA Lmax) during the nighttime hours. Existing ambient Ldn at LT-1 is 65 dBA.
23 Project Traffic
The traffic study included peak hour turning movements for existing and existing plus project traffic volumes at four intersections in the vicinity of the project site. By comparing the existing plus project traffic scenario to the existing scenario, the project’s contribution to the noise level increase was determined to be less than 1 dBA Ldn or less along each roadway segment in the project vicinity. The calculated increases are summarized in Table 12. Therefore, the project would not result in a measurable or detectable permanent noise increase at noise- sensitive receptors in the project vicinity.4
TABLE 12 Project-Generated Traffic Noise Level Increase Roadway Segment Noise Level Increase,
dBA Ldn
Atlantic Avenue
West of Wilma Chan Way 0
Wilma Chan Way to Bartlett Drive 0
Bartlett Drive to the project driveway 0
Project driveway to Challenger Drive 0
East of Challenger Drive 0
Wilma Chan Way North of Atlantic Avenue 0
South of Atlantic Avenue 0
Bartlett Drive North of Atlantic Avenue 0
Challenger Drive North of Atlantic Avenue 0
Mechanical Equipment
The northwestern building proposed at the site would contain mechanical equipment associated with the pool operations. Additionally, an enclosure containing a transformer is shown at the north end of the pool deck. All equipment located within the building and the transformer enclosure would be adequately shielded from all surrounding receptors. The City’s daytime and nighttime standards, as well as the existing ambient noise level conditions, would not be exceeded. For all existing receptors in the project vicinity, the noise level increase due to fully enclosed mechanical equipment would not be measurable or detectable (0 dBA L dn increase).
The roof of the mechanical equipment building would include two exhaust fans (EF) , an HVAC rooftop unit (RTU), 25 pool heating heat -pump chillers (HP), and two heat pump water heaters (HPWH). The roof of the administration building shows two variable refrigerant volume condensing units (CU), one variable refrigerant flow HVAC unit (VRF), a gravity relief exhaust (GR), and a gravity intake vent (GI). The applicant provided specification sheets for all selected equipment expected at the project buildings, and the manufacturers’ noise levels are used as source levels in this analysis:
4 The traffic study assumed events would have up to 800 daily visitors with up to 500 visitors at any time. With fewer visitors, the peak-hour traffic volumes would be less than analyzed assuming 800 visitors. Therefore, the updated visitor numbers would be less than assumed previously. This would remain a less-than-significant impact. 24 • Samsung DVM Heat Pump Chiller, Model Number AG015DSVAJG/AA (HP) – 61 dBA at 3 feet
• Greenheck Belt Drive Centrifugal Roof Exhaust Fan, Model Number GB-098-4 (EF) – 43 dBA (inlet) at 3 feet
• Greenheck HVAC Rooftop Unit, Model Number RVE -40-36D-5A-1-D2 (RTU) – 67 dBA at 3 feet
• Rheem Air to Water 135k BTUh Heat Pump, Model Number HPHD -135VNU-483 (HPWH) – 62 dBA at 10 feet
• Samsung DVM S Eco Series Heat Pump Condensing Unit, Model Number AM060MXMDCH/AA (CU) – 58 to 60 dBA at 3 feet
• Samsung DVM S2 Series Heat Recovery Condensing Unit, Model Number AM072BXVGJR/AA (VRF) – 54 dBA at 3 feet
Assuming both exhaust fans, the HVAC unit, all 25 heat pump chillers, and both heat pump water heaters located on the roof of the mechanical building operate simultaneously over a 24-hour period, the combined noise level would be 76 dBA L
eq at 3 feet, and the day -night average noise
level would be 82 dBA L dn at 3 feet. While source levels were not provided for the gravity relief exhaust and gravity intake vent located on the roof of the administration building, these units would be small and generate negligible noise. Assuming both heat pump condensing units and the heat recovery condensing unit located on the roof of the administration building operate simultaneously over a 24-hour period, the combined noise level would be up to 64 dBA L eq at 3 feet, and the day-
night average noise level would be 70 dBA Ldn at 3 feet.
The site plan shows parapet walls surrounding the rooftops that would be tall enough to break the line-of-sight to all surrounding receptors. These parapet walls would be solid from top to bottom with no cracks or gaps. It is assumed that walls would have a minimum surface weight of three lbs/ft
2. For all surrounding receptors, the parapet walls surrounding the rooftops and the elevation of the equipment would provide a minimum 10 dBA attenuation.
Table 13 summarizes the estimated noise levels at all surrounding receptors, assuming all equipment on the rooftops of both buildings operates continuously during daytime and nighttime hours. Conservatively, 10 dBA attenuation is applied to all noise levels in Table 13.
While the surrounding receptors are not subject to the City’s standards between 9:00 a.m. and 10:15 p.m., the City noise standards would apply during morning hours before 9:00 a.m. and nighttime hours after 10:15 p.m.
The City’s daytime and nighttime noise standards (see Table 11) would not be exceeded at the surrounding receptors . For all surrounding receptors, the noise level increase due to mechanical equipment operations would not be measurable or detectable (0 dBA L dn increase).
25 TABLE 13 Operational Noise Levels Due to Rooftop Mechanical Equipment Location of Equipment South Res. &
Comm. Uses
West Alameda
Food Bank
West Comm.
Uses
North Res. &
Ismaili
Cultural
Center
East College &
Offices
Mechanical
Equipment
Building
Distance from
Center of Roof, feet 325 415 555 100 655
L50, dBA 25a 23a 21a 36a < 20a
Admin Building
Distance from
Center of Roof, feet 275 490 630 165 600
L50, dBA < 20a < 20a < 20a 23a < 20a
Combined
L50, dBA 26a 23a 21a 36a < 20a
Ldn, dBA 32a 30a 27a 42a 26a
Noise Level
Increase, dBA Ldn
0 0 0 0 0
a A conservative 10 dBA attenuation is applied to all surrounding receptors due to the elevation of the equipment and the parapet walls surrounding the rooftops.
26 Pool Activities
The proposed Aquatics Center is expected to have approximately 35 to 45 people per hour during typical operations. Proposed hours of operation are from 5:30 a.m. to 9:30 p.m. Monday through Friday, 7:00 a.m. to 9:30 p.m. on Saturdays, and 7:00 a.m. to 8:00 p.m. on Sundays.
During swim meet competition events, up to 185 people would be at the aquatic center at any given time between 9:00 a.m. and 6:00 p.m. These events would occur up to twice a year. Smaller events would host up to 100 attendees six to eight times a year, with operating hours in the afternoon and evenings (i.e., between noon and 4:00 p.m. or between 7:00 p.m. and 10:00 p.m.). While water polo tournaments are not expected, water polo matches would include a maximum of 40 people per hour throughout a day for one-to-two days.
Illingworth & Rodkin, Inc. (I&R) has monitored noise levels at existing aquatic facilities in the Bay Area that would represent activities proposed at the Alameda Aquatic Center. In August 2006, noise measurements were made at the Ridgway Pool in Santa Rosa, California, as part of the Calistoga Pool Facility Project.
5 The Ridgway Pool has a 25-yard lap pool with nine lanes for competition and a 35-by-50-foot recreational pool with a water feature and a 20-foot slide. Since the dominant noise source at the recreational pool was from the water feature, these source levels were not used for this project; however, measurements were made at the competition pool when public swimming did not occur (i.e., the water feature was off). Activities at the competition pool included Masters Swimming, lap swimming, and practices by the Neptune Swim Team. Masters swimming and lap swimming typically generated average noise levels ranging from 50 to 57 dBA at 115 feet, with maximum noise levels up to 70 dBA. These source levels are used in this assessment for lap swimming activities.
In August 2003, I&R made measurements at the Petaluma Swim Center, 6 which consists of one
large T-shaped pool that is 50 meters long by 25 yards wide in the deeper end and about 20 yards wide at the shallow end. During busy periods, the attendance was as high as 200 people, which is more than the expected number of visitors at the Alameda Aquatic Center. While recreational swim produced noise levels that ranged from 66 to 67 dBA at about 100 feet, these source levels were adjusted for the worst-case attendance expected at the Alameda Aquatic Center, which is up to 45 people per hour on a typical day. For purposes of this study, recreational swim is expected to produce noise levels that would range from 60 to 61 dBA at 100 feet. Lifeguards would likely have whistles, which means maximum noise levels would be up to 80 dBA at 100 feet. Noise levels generated by swim lessons were also measured at Petaluma Swim Center. Noise from swim lessons ranged from about 55 to 58 dBA at 100 feet.
A noise survey completed by I&R at the Spieker Pool on Bancroft Way on February 7, 2013 7 established noise levels resulting from water polo practices (splashing, yelling, occasional whistles) and a dual swim meets (PA system, splashing, and yelling). While the swim meet had an attendance of 500 spectators, the noise levels were adjusted to accommodate the maximum of 185 spectators expected at Alameda Aquatic Center. The women’s water polo practice generated noise levels of 68 dBA at 100 feet, with maximum noise levels due to whistles up to 80 dBA. During a swim meet
5 Final Noise Study Calistoga Pool Facility, Calistoga, CA, Illingworth & Rodkin, Inc., February 26, 2007. 6 Los Altos Aquatic Center Noise Study, Los Altos, CA, Illingworth & Rodin, Inc., November 25, 2003. 7 Cal Aquatics Facility, Noise and Vibration Assessment, Berkeley, CA, Illingworth & Rodkin, Inc., February 7, 2013. 27 with up to 500 spectators, average noise levels typically reached 77 dBA, with maximum noise levels reaching 87 dBA at a distance of 100 feet. When adjusted for 185 attendees, typical average noise levels would be about 73 dBA at 100 feet.
Additionally, noise source levels collected by I&R at similar neighborhood parks, which would occur during the smaller events at proposed aquatics center (i.e., movie nights or holiday events) would include:
• Amplified sound – average hourly noise levels of 72 dBA Leq at a distance of 50 feet from the speakers; and
• Local events and gatherings – average hourly noise levels of 59 dBA Leq at a distance of 50 feet from the center of the gatherings for events with up to 100 people.
This analysis considers four worst-case scenarios: typical daily activities, swim meet competition tournaments, days with smaller events, and potentially days with water polo tournaments if the local high schools are unable to host their tournaments, which is not expected at this time. Each of these scenarios are discussed below.
Typical Daily Activities
On typical days, the facility will support swim team practices, open lap swim, swim lessons, and open family swim. A typical day would include the following activities:
• Between 5:30 a.m. and 7:00 a.m., when all activities would be subject to the City’s nighttime thresholds summarized in Table 11, swim team practice or lap swimming would occur at the 30- meter pool;
• Between 7:00 a.m. and 9:00 a.m. , when all activities would be subject to the City’s daytime thresholds summarized in Table 11, swim team practice or lap swimming would occur at the 30- meter pool;
• Between 9:00 a.m. and 10:00 a.m., when all activities would be exempt from City thresholds, in accordance with Chapter 4- 10.7 of the City’s Municipal Code , swim team practice or lap swimming would occur at the 30-meter pool and swim lessons would occur at the recreational pool;
• Between 10:00 a.m. and 10:00 p.m., when all activities would be exempt from City thresholds, in accordance with Chapter 4-10.7 of the City’s Municipal Code, lap swimming would occur at the 30-meter pool and swim lessons and open swim would occur at the recreational pool.
Table 14 summarizes the expected L50 and Lmax noise levels for each time period described above propagated to the nearest property lines of the surrounding receptors , as well as the total Ldn generated by the proposed aquatics center activities on typical days and the future Ldn expected at the surrounding receptors when the project is operational. The facility’s buildings would be located to the east of both pools and to the north of the recreational pool. The buildings would provide a minimum attenuation of 10 dBA for the east receptors during all activities at the pool deck and for the north receptors for activities occurring at the recreational pool. Additionally, the pool storage area on the north side of the pool would have a 10- foot-tall corrugated solid metal panel fence along the north side, which would be attached to the facility’s building by a gate. Assuming the
28 TABLE 14 Operational Noise Levels for the Aquatics Center on Typical Days
Pool Activity
South Res. &
Comm. Uses
West Alameda
Food Bank
West Comm.
Uses
North Res. &
Ismaili
Cultural
Center
East College &
Offices
Lap Swim/ Swim
Practice (5:30 a.m. to
9:00 a.m.)
Dist., feet 255a 300a 445a 175a 770a
Lmax, dBA 63 62 58 57b 44c
L50, dBA 50 49 45 44b 31c
Lap Swim/Swim
Practice & Swim
Lessons (9:00 a.m. to
10:00 a.m.)
Dist., feet 255a,d 300a
405d
445a
555d
175a
180d
770a
675d
Lmax, dBA 63 62 58 57b 44c
L50, dBA 53 51 47 47b,c 34c
Lap Swim/Swim
Practice, Swim Lessons
& Recreational Swim
(10:00 a.m. to 10:00
p.m.)
Dist., feet 255a,d 300a
405d
445a
555d
175a
180d
770a
675d
Lmax, dBA 72 68 65 65c 53c
L50, dBA 56 53 50 49b,c 37c
Combined
Operational
Ldn, dBAe 55 52 49 48 36
Future Ldn,
dBAf 59 73 73 65 65
Noise Level
Increase,
dBA Ldn
2 0 0 0 0
a Distance measured from the center of lap pool, which represents the center of the combined noise source. b A conservative 9 dBA attenuation is applied for the north receptors due to the 10-foot solid corrugated fence along the north side of the pool storage area, which partially shields the lap pool.
c A conservative 10 dBA attenuation is applied for the north and east receptors due to the intervening project buildings, which partially shields the recreational pool for the north receptors and both pools for the east receptors. d Distance measured from the center of recreational pool, which represents the center of the combined noise source. e Operational Ldn is generated by typical daily operations at the Alameda Aquatic Center. d Future Ldn is calculated by adding the Operational Ldn to the existing ambient Ldn at each of the receptors.
29 fence and gates (when closed) to be solid from ground to top, the fence would provide a minimum attenuation of 9 dBA for lap pool activities at the north receptors. These attenuations are applied in Table 14.
The City’s nighttime noise standards (see Table 11) would not be exceeded by lap swimming occurring between 5:30 a.m. and 7:00 a.m. at the surrounding receptors. The City’s daytime noise standards (see Table 11) would not be exceeded by lap swimming and swim lessons occurring between 7:00 a.m. and 9:00 a.m. at the surrounding receptors . All combined activities at the Alameda Aquatic Center on a typical day (i.e., lap swimming, swim lessons, and recreational swim) would be exempt from the City’s noise standards between 9:00 a.m. and 10:15 p.m.
Typical daily activities would result in a 2 dBA L
dn increase in noise levels at the south residences,
which would not exceed the City’s 4 dBA L dn threshold. For all other receptors, the noise level increase due to the Aquatics Center typical daily activities would not be measurable or detectable (0 dBA Ldn increase).
Swim Meet Tournaments
The swim meet events would typically be one to two days long and would take place primarily on weekends between 9:00 a.m. and 6:00 p.m. The swim meet events would have approximately eight to 10 teams with six to 10 members per team. Not all teams would be present at the same time but rather staggered throughout the day, with a maximum of 185 attendees on site at any given time.
Table 15 summarizes the worst-case L
50 and Lmax noise levels, the operational Ldn, the future Ldn, and the estimated noise level increase during the swim meet tournaments when noise levels are propagated to the property lines of the surrounding receptors . The facility’s buildings and pool storage fence would provide a minimum attenuation of 10 dBA for the east receptors and a minimum attenuation of 9 dBA for the north receptors. This attenuation is applied in Table 15.
Since park activities are not subject to the City’s standards between 9:00 a.m. and 10:15 p.m., swim meet tournaments at the facility would be exempt from the City standards. The noise level increase during days with swim meet tournaments would result in a 5 dBA L dn increase at the south
residences, which would exceed the City’s 4 dBA L dn threshold. For all other receptors, the noise level increase on days with swim meet tournaments would not be measurable or detectable (0 dBA Ldn increase).
Small Events
The facility would host smaller community events six to eight times per year, with approximately 100 people in attendance. These community events would include movie in the pool events (occurring during operating hours in the evening) or holiday related, such as Halloween or Santa events (occurring on Saturdays or Sundays between noon and 4:00 p.m.). Table 16 summarizes the worst-case L
50 and Lmax noise levels, the operational Ldn, the future Ldn, and the estimated noise level increase during small events propagated to the property lines of the surrounding receptors , assuming a minimum attenuation of 10 dBA for the east receptors and 9 dBA at the north receptors. 30 TABLE 15 Operational Noise Levels for the Aquatics Center during Swim Meet Tournaments Pool Activity South Res. &
Comm. Uses
West Alameda
Food Bank
West Comm.
Uses
North Res. &
Ismaili
Cultural
Center
East College &
Offices
Swim Meet
Tournaments
Dist., feet 255a 300a 445a 175a 770a
Lmax, dBA 75 73 70 69b 55c
L50, dBA 65 63 60 59b 45c
Operational Ldn,
dBAd 60 59 56 55 41
Future Ldn, dBAe 62 73 73 65 65
Noise Level
Increase, dBA Ldn
5 0 0 0 0
a Distance measured from the center of lap pool, which represents the center of the combined noise source. b A conservative 9 dBA attenuation is applied for the north receptors due to the 10-foot solid corrugated fence along the north side of the pool storage area, which partially shields the lap pool.
c A conservative 10 dBA attenuation is applied for the north and east receptors due to the intervening project buildings, which partially shields the recreational pool for the north receptors and both pools for the east receptors. d Operational Ldn is generated by swim meet tournament operations at the Alameda Aquatic Center. e Future Ldn is calculated by adding the Operational Ldn to the existing ambient Ldn at each of the receptors.
31 TABLE 16 Operational Noise Levels for the Aquatics Center during Small Events Pool Activity South Res. &
Comm. Uses
West Alameda
Food Bank
West Comm.
Uses
North Res. &
Ismaili
Cultural
Center
East College &
Offices
Local Events with
up to 100 visitors
Dist., feet 270a 455a 600a 170a 630a
L50, dBA 45 40 38 40b 27c
Operational Ldn,
dBAd 37 32 30 32b < 20c
Future Ldn, dBAe 57 73 73 65 65
Noise Level
Increase, dBA Ldn 0 0 0 0 0
Amplified Sound
Dist., feet 270a 455a 600a 170a 630a
L50, dBA 57 53 50 52b 40c
Operational Ldn,
dBAd 50 45 43 45b 32c
Future Ldn, dBAe 58 73 73 65 65
Noise Level
Increase, dBA Ldn 1 0 0 0 0
a Distance measured from the center of pool deck, which represents the center of the combined noise source. b A conservative 9 dBA attenuation is applied for the north receptors due to the 10-foot solid corrugated fence along the north side of the pool storage area, which partially shields the lap pool.
c A conservative 10 dBA attenuation is applied for the north and east receptors due to the intervening project buildings, which partially shields the recreational pool for the north receptors and both pools for the east receptors. d Operational Ldn is generated by small event operations at the Alameda Aquatic Center. e Future Ldn is calculated by adding the Operational Ldn to the existing ambient Ldn at each of the receptors.
32 The L50 standards summarized in Table 11 would be exceeded at the south residences during the small events using amplified sound. Since all park activities are not subject to the City’s standards between 9:00 a.m. and 10:15 p.m., small community events at the facility would be exempt from the City standards.
The noise level increase during small gatherings would not be measurable or detectable (i.e., 0 dBA Ldn increase). The use of amplified sound would result in a noise level increase of 1 dBA Ldn at the south residences, which would not exceed the City’s 4 dBA L dn threshold. For all other receptors, the noise level increase due to amplified sound would not be measurable or detectable (0 dBA Ldn increase).
(Potential) Water Polo Tournaments
Water polo tournaments are not scheduled at this facility but may be requested by the School District if the District’s pools are not available. Water polo games would include 10 to 12 players per team with approximately 20 spectat ors, or approximately 40 people per hour . This typical attendance is assumed each hour between 9:00 a.m. and 6:00 p.m. for one to two days on weekends.
Table 17 summarizes the worst-case L
50 and Lmax noise levels, the operational Ldn, the future Ldn, and the estimated noise level increase during the potential water polo tournaments propagated to the property lines of the surrounding receptors . The facility’s buildings and pool storage fence would provide a minimum attenuation of 10 dBA for the east receptors and 9 dBA for the north receptors. This attenuation is applied in Table 17.
The L
50 standards summarized in Table 11 would be exceeded at the south residences during water polo tournaments. Since all park activities are not subject to the City’s standards between 9:00 a.m. and 10:15 p.m., potential water polo tournaments at the facility would be exempt from the City standards.
The noise level increase during days with water polo tournaments would result in a 2 dBA L dn
increase at the south residences, which would not exceed the City’s 4 dBA L dn threshold. For all other receptors, the noise level increase due to the water polo tournaments would not be measurable or detectable (i.e., 0 dBA Ldn increase) at the other surrounding receptors.
33 TABLE 17 Operational Noise Levels for the Aquatics Center during Potential Water Polo Tournaments Pool Activity South Res. &
Comm. Uses
West Alameda
Food Bank
West Comm.
Uses
North Res. &
Ismaili
Cultural
Center
East College &
Offices
(Potential) Water
Polo
Tournaments
Dist., feet 255a 300a 445a 175a 770a
Lmax, dBA 79 78 74 73b 59c
L50, dBA 58 57 53 52b 38c
Operational Ldn,
dBAd 54 52 49 48b 34c
Future Ldn, dBAe 59 73 73 65 65
Noise Level
Increase, dBA Ldn
2 0 0 0 0
a Distance measured from the center of the lap pool, which represents the center of the combined noise source. b A conservative 9 dBA attenuation is applied for the north receptors due to the 10-foot solid corrugated fence along the north side of the pool storage area, which partially shields the lap pool.
c A conservative 10 dBA attenuation is applied for the north and east receptors due to the intervening project buildings, which partially shields the recreational pool for the north receptors and both pools for the east receptors. d Operational Ldn is generated (potential) water polo tournament operations at the Alameda Aquatic Center. e Future Ldn is calculated by adding the Operational Ldn to the existing ambient Ldn at each of the receptors. 34 Truck Loading and Unloading
While the site plan does not show loading zones, concessions at the Aquatics Center would require regular deliveries. It is assumed that loading and unloading activities would occur at the trash enclosures and along the curb of Atlantic Avenue.
Truck maneuvering noise would include a combination of engine, exhaust, and tire noise, as well as the intermittent sounds of back- up alarms and releases of compressed air associated with truck/trailer air brakes. For uses such as the Aquatics Center, medium-sized delivery and trash trucks would be expected. Medium-sized delivery trucks typically generate maximum noise levels of 60 to 65 dBA at 50 feet. The noise level of backup alarms can vary depending on the type and directivity of the sound, but maximum noise levels are typically in the range of 65 to 75 dBA at a distance of 50 feet.
For all loading and unloading activities, including trash pickup, truck maneuvering would take up to five minutes per delivery. It is assumed that the proposed project would be in accordance with Chapter 4-10.5 of the City’s Municipal Code, which prohibits loading and unloading activities between the hours of 10:00 p.m. and 7:00 a.m. Therefore, the daytime L 08 standards provided in
Table 11 for each receptor would apply to this noise source.
Table 18 summarizes expected noise levels generated by typical truck deliveries at the surrounding receptors. All noise levels in Table 18 are unattenuated.
Based on the estimated noise levels in Table 18, truck loading/unloading activities would not exceed the City’s L
08 or L50 daytime standards, which are summarized in Table 11. For all existing receptors, the noise level increase due to truck loading/unloading activities would not be measurable or detectable (0 dBA Ldn increase).
35 TABLE 18 Operational Noise Levels for Truck Loading and Unloading Activities at the Aquatics Center Truck Loading and Unloading
Activity
South Res. &
Comm. Uses
West Alameda
Food Bank
West Comm.
Uses
North Res. &
Ismaili
Cultural
Center
East College &
Offices
Street Loading
Zone
Dist., feet 350a 375a 510a 65a 610a
L08, dBA 43 to 48 43 to 48 40 to 45 58 to 63 38 to 43
L50, dBA 37 to 40 37 to 40 34 to 37 52 to 55 33 to 36
Trash Enclosure
Area
Dist., feet 320b 815b 960b 240b 275b
L08, dBA 44 to 49 36 to 41 34 to 39 46 to 51 45 to 50
L50, dBA 38 to 41 30 to 33 29 to 32 41 to 44 39 to 42
Combined
L08, dBA Up to 52 Up to 48 Up to 46 Up to 63 Up to 51
L50, dBA Up to 44 Up to 41 Up to 38 Up to 55 Up to 43
Operational Ldn,
dBAc 30 27 24 41 29
Future Ldn, dBAd 57 73 73 65 65
Noise Level
Increase, dBA Ldn
0 0 0 0 0
a Distance measured from the center of the street loading zone, which represents the center of the combined noise source. b Distance measured from the center of the trash enclosure loading zone, which represents the center of the combined noise source. c Operational Ldn is generated by typical daily operations at the Alameda Aquatic Center. d Future Ldn is calculated by adding the Operational Ldn to the existing ambient Ldn at each of the receptors.
36 Total Combined Project-Generated Noise
Operational L50 and Lmax noise levels due to project-generated activities (i.e., traffic, mechanical equipment, typical daily activities, swim meets, small events, potential water polo matches, and truck loading/unloading) would be exempt from City’s standards between 9:00 a.m. and 10:15 p.m., and activities occurring between 5:30 a.m. and 9:00 a.m. on typical days would not exceed the City’s noise standards summarized in Table 11 at the surrounding receptors.
For all existing receptors in the project vicinity, the noise level increase due to project traffic, mechanical equipment, truck loading/unloading, typical daily activities, small events, and (potential) water polo tournaments would result in a permanent noise level increase of 2 dBA L dn or less.
During swim meet tournaments, the noise level increase would potentially be up to 5 dBA L dn at
the south residences. However, this increase would occur for a maximum of four days per year.
While this would be a significant increase, it would not be considered a permanent noise increase since the majority of the year, surrounding receptors would not be subject to an increase more than 2 dBA L
dn over existing ambient conditions. Therefore, this would be a less -than-significant impact.
Mitigation Measure 1b: None required.
Impact 2: Exposure to Excessive Groundborne Vibration. Construction-related vibration levels would not exceed applicable vibration thresholds at nearby sensitive land uses. This is a less-than-significant impact.
The construction of the project may generate perceptible vibration when heavy equipment or impact tools (e.g., jackhammers, hoe rams) are used. Construction activities would include demolition, site preparation work, foundation work, and new building framing and finishing. Pile driving equipment, which can cause excessive vibration, is not expected to be required for the proposed project.
The California Department of Transportation (Caltrans) recommends a vibration limit of 0.5 in/sec PPV for buildings structurally sound and designed to modern engineering standards, which typically consist of buildings constructed since the 1990s. Conservative vibration limits of 0.3 in/sec PPV has been used for buildings that are found to be structurally sound but where structural damage is a major concern (see Table 3 for further explanation). For historical buildings and some old buildings, a vibration limit of 0. 25 in/sec PPV would apply, and for ruins or ancient monuments, a cautious vibration limit of 0.08 in/sec PPV is often used to provide the highest level of protection. No historical buildings, ancient monuments or ruins have been identified within 200 feet of the project. Conservatively, the 0.3 in/sec PPV threshold would be applied for all structures in the project vicinity.
Table 19 presents typical vibration levels that could be expected from construction equipment at a distance of 25 feet. Project construction activities, such as drilling, the use of jackhammers, rock drills and other high -power or vibratory tools, and rolling stock equipment (tracked vehicl es, compactors, etc.), may generate substantial vibration in the immediate vicinity. Jackhammers 37 TABLE 19 Vibration Source Levels for Construction Equipment Equipment PPV at 25 ft.
(in/sec)
Minimum Distance to Meet 0.3 in/sec
PPV (feet)
Clam shovel drop 0.202 18
Hydromill (slurry
wall)
in soil 0.008 1
in rock 0.017 2
Vibratory Roller 0.210 19
Hoe Ram 0.089 9
Large bulldozer 0.089 9
Caisson drilling 0.089 9
Loaded trucks 0.076 8
Jackhammer 0.035 4
Small bulldozer 0.003 <1
Source: Transit Noise and Vibration Impact Assessment Manual, Federal Transit Administration, Office of Planning and Environment, U.S. Department of Transportation, September 2018, as modified by Illingworth & Rodkin, Inc., January 2025.
typically generate vibration levels of 0.035 in/sec PPV, and drilling typically generates vibration levels of 0.09 in/sec PPV at a distance of 25 feet.
Vibration levels would vary depending on soil conditions, construction methods, and equipment used. Table 19 also summarizes the distances to the 0.3 in/sec PPV threshold for older conventional buildings located in the project vicinity.
Vibration levels are highest close to the source and then attenuate with increasing distance at the rate �𝐷𝐷
𝑟𝑟𝑟𝑟𝑟𝑟
𝐷𝐷� �
1.1 , where D is the distance from the source in feet and Dref is the reference distance of 25 feet. While construction noise levels increase based on the cumulative equipment in use simultaneously, construction vibration levels would be dependent on the location of individual pieces of equipment. That is, equipment scattered throughout the site would not generate a collective vibration level, but a vibratory roller, for instance, operating near the project site boundary would generate the worst-case vibration levels for the receptor sharing that property line.
Further, construction vibration impacts are assessed based on damage to buildings on receiving land uses, not receptors at the nearest property lines.
The nearest off -site building would be the nearest residence to the north, which would be approximately 70 feet from the northern property line of the project site. When construction equipment is used along the northern property line, vibration levels would be below 0.07 in/sec PPV. All other buildings in the project vicinity would be 100 feet or more from the project site and would be exposed to construction vibration levels below 0.05 in/sec PPV. Therefore, vibration due to construction activities at the project site would be well below the 0.3 in/sec PPV threshold for conventional buildings. This would be a less-than-significant impact.
Neither cosmetic, minor, or major damage would occur at buildings located 30 feet or more from the project site. At these locations, and in other surrounding areas where vibration would not be 38 expected to cause cosmetic damage, vibration levels may still be perceptible. However, as with any type of construction, this would be anticipated and would not be considered significant, given the intermittent and short duration of the phases that have th e highest potential of producing vibration (use of jackhammers and other high-power tools). By use of administrative controls, such as notifying neighbors of scheduled construction activities and scheduling construction activities with the highest potential to produce perceptible vibration during hours with the least potential to affect nearby businesses, perceptible vibration can be kept to a minimum.
Mitigation Measure 2: None required.
Impact 3: Excessive Aircraft Noise. The project site is located more than 4 miles from Oakland International Airport and more than 11 miles from the Hayward Executive Airport. The noise environment attributable to aircraft is considered normally acceptable under the Alameda County ALUC noise compatibility policies. This is a less-than-significant impact.
Oakland International Airport is a public -use airport located more than 4 miles southeast of the project site, and the Hayward Executive Airport is located more than 11 miles southeast of the project. According to the Alameda County ALUC
, the project site lies well outside the 60 dBA
CNEL/Ldn contour line (see Figure 2). The proposed project would be compatible with the City’s exterior noise standards for aircraft noise and aircraft would not produce excessive noise levels for persons at the site. This would be a less-than-significant impact.
Mitigation Measure 3: None required.
39 FIGURE 2 Noise Contours for Oakland International Airport and Hayward Executive Airport
40 Cumulative Impacts
Cumulative noise impacts would result from either cumulative traffic noise increases under future conditions or temporary construction noise from cumulative construction projects.
A significant cumulative traffic noise increase would occur if two criteria are met: 1) if the cumulative traffic noise level increase was 3 dBA L
dn or greater for future levels exceeding 60
dBA Ldn or was 5 dBA Ldn or greater for future levels at or below 60 dBA Ldn; and 2) if the project would make a “cumulatively considerable” contribution to the overall traffic noise increase. A “cumulatively considerable” contribution would be defined as an increase of 1 dBA L dn or more
attributable solely to the proposed project.
The traffic study completed for the proposed project did not include future cumulative traffic volumes. The addition of project trips (up to 66 peak hour trips on fall, winter, and spring days and up to 383 peak hour trips on summer days ) to the existing traffic volumes along the surrounding roadways would not result in a measurable or detectable noise level increase (i.e., 0 dBA L dn).
Under future cumulative conditions, traffic volumes are likely to increase; therefore, these project trips would not result in a less-than-significant cumulative impact.
From the City’s website,
8 the nearest planned or approved project s would be located more than 2,000 feet from the project site . Therefore, there would not be a cumulative construction impact associated with the proposed project.
8 https://www.alamedaca.gov/Departments/Planning-Building-and-Transportation/Planning-Division 41 APPENDIX A
FIGURE A1 Daily Trend in Noise Levels for LT-1, Wednesday, January 15, 2025
42 FIGURE A2 Daily Trend in Noise Levels for LT-1, Thursday, January 16, 2025
43 FIGURE A3 Daily Trend in Noise Levels for LT-1, Friday, January 17, 2025
44 FIGURE A4 Daily Trend in Noise Levels for LT-2, Wednesday, January 15, 2025
45 FIGURE A5 Daily Trend in Noise Levels for LT-2, Thursday, January 16, 2025
46 FIGURE A6 Daily Trend in Noise Levels for LT-2, Friday, January 17, 2025
47 FIGURE A7 Daily Trend in Noise Levels for LT-3, Wednesday, January 15, 2025
48 FIGURE A8 Daily Trend in Noise Levels for LT-3, Thursday, January 16, 2025
49 FIGURE A9 Daily Trend in Noise Levels for LT-3, Friday, January 17, 2025
Appendix F:
Transportation
Analysis
2201 Broadway | Suite 602 | Oakland, CA 94612 | (510) 834-3200 www.fehrandpeers.com
Memorandum
Date: June 3, 2025
To: Natalie Noyes, David J. Powers & Associates
From: Sam Tabibnia and Henry Helmuth, Fehr & Peers
Subject: Alameda Aquatic Center Project – CEQA Transportation Analysis OK20-0355.03
Fehr & Peers conducted a CEQA transportation assessment for the proposed development, an aquatic center including a one-story multi-purpose building, one 30-meter competition swimming pool, one activity pool, and spectator seating. This memorandum summarizes the Project description and the vehicle miles traveled (VMT) screening assessment for the Project.
Based on our assessment, the Project is considered a local-serving use and is therefore presumed to have a less-than-significant impact on VMT.
The remainder of this memorandum provides detail on our analysis assumptions, methodology, and findings.
1. Project Description
The Project would be located at 800 Atlantic Avenue, along the south side of Atlantic Avenue east of Wilma Chan Way. The Cross Alameda Trail would form the south boundary of the site . The Project is anticipated to serve as the primary aquatic sport center for the City of Alameda and would be used for practices, swim meets, and public uses. The Project site is part of the Jean Sweeney Open Space Park and is currently vacant. Figure 1 shows the Project site plan.
The Project would provide 71 vehicular parking spaces in a surface parking lot on the east side of the Project. Parking would be accessed via one driveway on Atlantic Avenue, about 300 feet east of Bartlett Drive. The Project parking lot would provide a secondary access point through a drive Alameda Aquatic Center Project – CEQA Transportation Analysis June 3, 2025