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ARCHIVED REPORTS_2014_2
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ARCHIVED REPORTS_2014_2
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Last modified
7/18/2020 12:56:18 PM
Creation date
7/3/2020 10:57:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_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
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2014_2.tif
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EHD - Public
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Water Quality Monitoring Report <br />Forward Landfill <br />The groundwater elevation data obtained on November 17 and 18, 2014, were used to <br />generate the groundwater elevation contour map shown on Figure 2-1 for the fourth <br />quarter 2014 monitoring period, which indicates that groundwater beneath the eastern <br />and southeastern portions of the Forward Unit flows to the west-northwest at a <br />hydraulic gradient of 0.001 ft/ft, while groundwater beneath the northern, western, and <br />central portions of the Forward Unit flows to the south and southeast at a hydraulic <br />gradient of 0.001 ft/ft. <br />To calculate the approximate linear groundwater flow velocity for the Forward Unit, <br />conservative assumptions were used, including a hydraulic conductivity of 875 gallons <br />per day per square foot (0.04 cm/sec) and an estimated effective porosity of 35 percent <br />(CH2M Hill, 2000). An estimated groundwater flow velocity was calculated using Darcy's <br />Law: <br />Ki cm 0.001 sec — ft <br />V = — _ [( 0.04 —) * ] * 2835 = 0.324 ft l 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 = Hydraulic gradient: i �zz 0.001 at the site during the fourth quarter 2014. <br />ne= Effective porosity (ne = 0.35); an estimated value. <br />The maximum groundwater flow rate is calculated to be 0.324 feet per day (118 <br />feet/year) to the west-northwest and south-southeast. <br />2.1.4 Detection Monitoring Program <br />Field and laboratory results for the Forward Unit groundwater monitoring wells for the <br />fourth quarter 2014 monitoring period are summarized in Table 2-2. As shown in Table <br />2-2, diisopropyl ether (DIPS) was measured at a quantifiable concentration in the <br />sample collected from well MW -2A and an estimated trace concentrations of <br />chloroform was also measured in the sample collected from well MW -17. No other <br />VOCs were measured in the Forward Unit groundwater wells during the monitoring <br />period. <br />Non -Statistical Data Analysis <br />The California Non -Statistical Data Analysis Method (CNSDAM) was performed for VOCs <br />detected less than 10 percent of the time in background samples. Under the CNSDAM, a <br />measurably significant indication of release occurs in a given sample when: two or more <br />VOCs exceed their respective Method Detection Limits (MDLs); or one or more VOCs <br />equals or exceeds its respective practical quantitation limit (PQL). During the fourth <br />quarter 2014 monitoring period, non -statistical indications of a release was identified at <br />M:\ 2014.0012\FA_4Q14.docx 6 <br />1/28/2015, Rev. 0 <br />
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