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ARCHIVED REPORTS_2006_3
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ARCHIVED REPORTS_2006_3
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Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_3
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_3.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 11 located wrtlun the Central <br /> Valley RWQCB Region was conducted by Bryan A. Stirrat&Associates(BAS, an affiliate of <br /> GeoLogic Associates [GLA]). Sampling and analyses were performed in general accordance <br /> with WDR Order No. R5-2003-0049 issued specifically for the Forward Landfill and the <br /> sampling and analysis plan prepared by Kleinfelder(1994) for the Forward Unit. The <br /> information contained in this sampling and analysis plan supplements sections related to <br /> sampling and analysis in the Kleinfelder Field Activities Protocol (1994; attached). A brief <br /> 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 1B, which also present the laboratory analytical methods used during this First Quarter <br /> 2006 monitoring period. Copies of the certificates of analyses and Chain-of-Custody records for <br /> the samples collected this 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 Sam ling 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 /> DAForwardSAplan w06.doc <br /> Geologic Associates <br />
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