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ARCHIVED REPORTS_2006_1
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ARCHIVED REPORTS_2006_1
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Entry Properties
Last modified
7/17/2020 3:53:23 PM
Creation date
7/3/2020 10:50:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_1
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_2006_1.tif
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EHD - Public
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Kicm 0.002 sec– ft <br /> V = —= [(0.04—)* ]* 2835 = 0.648 ft/day <br /> ne sec 0.35 cm –day <br /> where: V=Groundwater flow velocity. <br /> K=Hydraulic conductivity of the water-bearing unit(0.04 cm/sec). <br /> i=Average hydraulic gradient:i z 0.002 for the site during the current(second quarter <br /> 2006)monitoring period. <br /> ne=Effective porosity(ne=0.35);an estimated value. <br /> The groundwater flow rate is calculated to be 0.648 feet/day(237 feet/year). <br /> 3.1.4 Detection Monitoring Program <br /> Field and laboratory results for the DMP wells for the second quarter 2006 are <br /> summarized in Table 3-1 and time-series plots are presented in Appendix D. As shown <br /> in Table 3-1,nine VOCs were measured in DMP wells with the greatest number of VOCs <br /> (four)measured above the PQL in wells AMW-12,AMW-13, and AMW-14. For the <br /> DMP wells at the Austin Unit, CLs are used for the water quality protection standards <br /> (WQPS). The CLs shown in Table 3-1 were calculated by Herst&Associates using <br /> Sanitas , a state-approved statistical software program are presented in Appendix D. <br /> Based on a comparison of the data obtained during the second quarter 2006 monitoring <br /> period,the following analytes were found to exceed a CL. <br /> CONSTITUENT Concentration DMP MONITORING WELL <br /> Limit I AMW-2*I AMW-6 AMW-7 AMW-12 AMW-13 AMW-14 <br /> MONITORING PARAMETERS m <br /> Barium 0.24 0.270 <br /> Bicarbonate 506.3 530 <br /> hromium hexavalent 0.0047 1 1 0.0057 0.0079 0.007 <br /> VOLATILE ORGANIC COMPOUNDS <br /> 1,2-Dichlororoane 0.16 0.54 0.52 <br /> is-1 2-Dichloroethene 0.19 8.2 <br /> Dichlorodifluoromethane 0.20 0.66 0.78 0.62 <br /> Mchloroethene 0.15 11 18 11 <br /> loroethene 0.18 1.3 5.0 1.3 <br /> NOTES: (*)-Background Well. <br /> (j)-Trace Value(between MDL and PQL). <br /> DMP-Trend Analyses <br /> In order to evaluate changes in water quality in DMP wells at the Austin Unit,historical <br /> trends in groundwater were evaluated beginning in 1994 when the groundwater treatment <br /> facility(GTF)began operation. The observed groundwater quality constituent trends <br /> were evaluated using Sen's Slope trend analyses to determine if significant increasing or <br /> decreasing trends were evident in the data. Trend analyses,performed by Herst& <br /> Associates, are presented in Appendix D and summarized below. Wells and analytes not <br /> discussed below either do not show significant trends (rising or falling)or have too few <br /> data points to establish meaningful trends. As shown in the following table,increasing <br /> trends were noted for three VOCs in DMP well AMW-13,while decreasing VOC trends <br /> were noted in well AMW-14. Of the increasing inorganic constituent trends identified <br /> D:V.003_021\ForwardAusBn sP06.doc <br /> 11 Geologic Associates <br />
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