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ARCHIVED REPORTS_2011_14
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ARCHIVED REPORTS_2011_14
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Last modified
7/17/2020 3:53:37 PM
Creation date
7/3/2020 10:56:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011_14
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2011_14.tif
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EHD - Public
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WMU-DO 1, WW-D02, WMU-D02 (pan), and FU-03 could not be located or have been <br /> buried, while lysimeters LY-E I A and LY-E2A were reported to be plugged. <br /> Samples were collected by Del-Tech from each sample point containing sufficient liquid <br /> and submitted to BC Laboratories(BC) of Bakersfield, California, a state certified <br /> laboratory under contract to Forward. During the fourth quarter 2011 monitoring period, <br /> samples were analyzed for the routine monitoring parameters stipulated in RWQCB <br /> Order No. R5-2003-0049. Table 2-1 summarizes site monitoring parameters, analytical <br /> methods, and monitoring frequency. Water quality samples were also analyzed in the <br /> field for oxygen reduction potential (ORP), turbidity, temperature, specific conductance, <br /> and pH and recorded on well data sheets. The groundwater monitoring wells and <br /> leachate monitoring points were sampled in accordance with the sampling and analysis <br /> procedures detailed in Appendix B. The well data sheets, laboratory data, certificates of <br /> analyses, and chain-of-custody records for the sampling program are included in <br /> Appendix C. The laboratory analyses and field results for groundwater monitoring wells, <br /> surface water stations, lysimeter and leachate sampling stations are summarized in Tables <br /> 2-2 through 2-6. <br /> 2.1.2 QA/QC Results <br /> The quality assurance/quality control (QA/QC)program completed for the fourth quarter <br /> 2011 water quality monitoring event included analyses of three field blanks, three trip <br /> blanks, three laboratory method blanks, and one duplicate sample. The field and trip <br /> blanks were analyzed for volatile organic compounds (VOCs) by EPA Method 8260 and <br /> method blanks were analyzed for all of the analytes included in the monitoring program. <br /> The results of the QA/QC program indicate that no VOCs were detected in any of the <br /> QA/QC blanks during the monitoring period. During the fourth quarter 2011 monitoring <br /> event, a duplicate sample was collected from wells MW-18 and labeled DUP. For <br /> quantifiable concentrations (greater than the PQL), the duplicate sample analyses yielded <br /> good correlation(within 10%) with the primary sample. Review of fourth quarter 2011 <br /> sampling dates and laboratory analytical certificates indicates that with the exception of <br /> hexavalent chromium in the sample collected from well MW-17, which missed the <br /> holding time by 3.5 hours, all of the laboratory analyses were completed within required <br /> holding times. However, the primary results are similar to previous monitoring event for <br /> well MW-17. BC has been instructed to review the COC and respond more quickly to <br /> avoid missing the 24-hour holding time for hexavalent chromium. Based on the results <br /> of the laboratory QA/QC analyses, it is concluded that the laboratory data generated for <br /> the fourth quarter 2011 monitoring period are generally acceptable and the water quality <br /> samples collected from the Forward Unit appear to be representative of water quality at <br /> the site. <br /> 2.1.3 Groundwater Elevations and Contours <br /> Prior to purging and sampling, each well was sounded for water depth using a weighted <br /> electronic sounder to an accuracy of 0.01 foot, and the static water level was recorded on <br /> a Well Data Sheet (Appendix C). The groundwater elevations were calculated for each <br /> C:\2011-0050\FA_JQII.doc 4 Geo-Logic Associates <br />
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