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ARCHIVED REPORTS_2012_2
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ARCHIVED REPORTS_2012_2
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Last modified
7/17/2020 3:53:42 PM
Creation date
7/3/2020 10:56:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2012_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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2012_2.tif
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EHD - Public
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U <br />Water quality monitoring and sampling for the Forward Landfill located within the Central <br />Valley RWQCB Region was conducted by Del -Tech geotechnical support services (Del -Tech). <br />Sampling and analyses were performed in general accordance with WDR Order No. R5-2003- <br />0049 issued specifically for the Forward Landfill and the sampling and analysis plan prepared by <br />Kleinfelder (1994) for the Forward Unit. The information contained in this sampling and <br />analysis plan supplements sections related to sampling and analysis in the Kleinfelder Field <br />Activities Protocol (1994; attached). A brief summary of the protocols for sample collection is <br />presented below. <br />Chemical analyses were performed by BC Laboratories, a state -certified laboratory. <br />Groundwater and vadose zone samples were analyzed for the list of parameters summarized in <br />Table 1B, which also present the laboratory analytical methods used during the sampling event. <br />Copies of the certificates of analyses and Chain -of -Custody records for the samples collected this <br />quarter are included in Appendix C. <br />Groundwater Sampling <br />The sampling protocols listed below were generally followed during groundwater sampling <br />operations: <br />• Upon arrival at the wellhead, each monitoring point was inspected for evidence of tampering <br />and/or vandalism, and the well identification (I.D.) was recorded. <br />® Most of the groundwater monitoring wells at the Forward Unit are equipped with dedicated <br />pumps. Well construction details including: well depth, well diameter, screen slot size, filter <br />pack, top of casing elevation, and coordinate location are summarized in Table 2B. <br />The water level was measured directly using a weighted water -level indicator (sounder) to an <br />accuracy of 0.01 foot. Prior to measuring the water level, the sounder was decontaminated <br />using an Alconox® soap solution, followed by two rinses with deionized water. The wells <br />were then sounded and the initial water level and the total depth of the well (if obtainable) <br />were recorded on a Well Data Sheet. <br />Groundwater Sampling Using Traditional Well Sampling Methods <br />For the Forward Unit wells and wells with non -dedicated sampling equipment, up to three <br />casing volumes (under optimal conditions) of water were purged prior to sampling. Based on <br />the measured depth to water, the total depth of the well, and the known casing diameter, a <br />well casing volume was calculated using the following equation: <br />DAFomsrdSAplen.doc <br />
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