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ARCHIVED REPORTS_2013_2
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ARCHIVED REPORTS_2013_2
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Last modified
7/18/2020 7:46:10 AM
Creation date
7/3/2020 10:57:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_2
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_2013_2.tif
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EHD - Public
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The groundwater elevation data obtained during this quarterly monitoring period <br /> (including the offsite EMP wells)were used to generate the groundwater elevation <br /> contour map shown on Figure 3-1,which indicates that groundwater beneath the Austin <br /> Unit generally flows to the northeast at a hydraulic gradient ranging from 0.001 to 0.002 <br /> ft/ft. <br /> To calculate the approximate linear groundwater flow velocity for the site,conservative <br /> assumptions were used, including a hydraulic conductivity of 875 gallons per day per <br /> square foot(0.04 cm/sec) and an estimated effective porosity of 35 percent(CH2M Hill <br /> 2000). An estimated groundwater flow velocity was calculated using Darcy's Law: <br /> Kicm 0.001 sec— ft <br /> V = —_[(0.04—)* ]*2835 = .324 ft/day <br /> ne sec 0.35 cm —day <br /> where: V=Groundwater now velocity. <br /> K=Hydraulic conductivity of the water-bearing unit(0.04 cm/sec). <br /> i=Hydraulic gradient:i=0.001 to 0.002 for the site during the four quarter 2013. <br /> ne=Effective porosity(ne=0.35);an estimated value. <br /> The estimated groundwater flow rate is calculated to be 0.324 to 0.648 feet/day (118 to <br /> 237 feet/year). <br /> Detection Monitoring Program <br /> Field and laboratory results for the Austin Unit DMP wells for the fourth quarter 2013 are <br /> summarized in Table 3-1. <br /> Non-Statistical Data Analysis <br /> The non-statistical VOC wa,analyses performed on the DMP well data indicates that <br /> there were three non-statistical exceedances for VOCs. The non-statistical exceedances <br /> were identified at well AMW-6 as a result of the detection of tetrachloroethene (PCE) <br /> above the PQL and dichlorodifluoromethane (DCDFM)at an estimated trace <br /> concentration; at well AMW-13 as a result of the detection of PCE,DCDFM, and <br /> trichloroethane (TCE) at concentrations above the PQL and 1,1-dichloroethane (1,1- <br /> DCA)and trichlorofluoromethane (TCFM) at estimated trace concentrations; and at well <br /> AMW-14 as a result of the detection of PCE above the PQL. Trend analyses indicate that <br /> statistically significant increasing temporal trends were calculated for PCE and TCE in <br /> well AMW-13 and for PCE in well AMW-14. Trend analyses are included in Appendix <br /> D. These results are similar to previous results and it is recommended that wells AMW- <br /> 6, AMW-13, and AMW-14 be re-designated as CAP wells since they have historically <br /> contained VOCs. <br /> CA2013.MIWA_4Q13.dw 9 Geo-Logic Associates <br />
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