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ARCHIVED REPORTS_2010_12
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ARCHIVED REPORTS_2010_12
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Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_12
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_2010_12.tif
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EHD - Public
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SAMPLING AND ANALYSIS PLAN <br /> Water quality monitoring and sampling for the Forward Landfill located within the Central <br /> Valley RWQCB Region was conducted by ATC Associates (ATC). Sampling and analyses were <br /> performed in general accordance with WDR Order No. R5-2003-0049 issued specifically for the <br /> Forward Landfill and the sampling and analysis plan prepared by Kleinfelder(1994)for the <br /> Forward Unit. The information contained in this sampling and analysis plan supplements <br /> sections related to sampling and analysis in the Kleinfelder Field Activities Protocol (1994; <br /> attached). A brief summary of the protocols for sample collection is presented below. <br /> Chemical analyses were performed by BC Laboratories Inc., a state-certified laboratory. <br /> Groundwater and vadose zone samples were analyzed for the list of parameters summarized in <br /> Table 1 B,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 Alconoxa 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 /> 1 <br /> 1D:\FomardSAp1an.doc <br /> Geologic Associates <br />
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