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2900 - Site Mitigation Program
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PR0009016
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/17/2020 1:25:11 PM
Creation date
6/17/2020 11:32:10 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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APPENDIX A <br /> SURFACE SOIL SAMPLING <br /> The locations selected for surface soil sampling will be investigated <br /> at depths of one and three feet below the ground surface. At each location, a <br /> hole will be excavated by backhoe to the sampling depth. Once the excavated <br /> depth is reached, a clean stainless steel spoon will be u ed to expose fresh <br /> soil. A new 2.5-inch O.D. stainless steel sampling sleeve will then be driven <br /> into the exposed soil. A soil core (contained In the stainless steel sleeve) <br /> will be recovered, wrapped In Teflon sheeting, capped, and taped closed. All <br /> samples will be labeled as to depth, location, soil type, and sample tracking. <br /> Two samples, a primary and duplicate, will be collected from each sampling depth <br /> for analysis. <br /> ' All sampling equipment will be washed with a TSP soap solution between <br /> sampling depths and locations to minimize the potential for cross-contamination. <br /> t SEDIMENT SAMPLING <br /> o Sediment samples will be collected by scraping a�ay the near surface <br /> j layer (± 1 inch) with a clean stainless steel spoon and driving a new 2.5-inch <br /> O.D. stainless steel sampling sleeve Into the exposed so 1. A sample core <br /> (contained in the stainless steel sleeve) will be recovered, wrapped in Teflon <br /> sheeting, capped, and taped closed. All samples will be labeled as to location <br /> and sample tracking. Two samples, a primary and duplicate, will be collected <br /> from each sampling location for analysis. <br /> All sampling equipment will be washed with a TSP soap solution between <br /> sampling depths and locations to minimize the potential for cross-contamination. <br /> WELL EVACUATION AND SAMPLING METHOD <br /> The procedures to be followed during groundwater sampling are described <br /> belowt <br /> ° To prepare for sampling, a minimum of three to live casing volumes of <br /> groundwater will be evacuated from the well. This will be accom- <br /> plished using the well's dedicated submersible puinp. Measurements of <br /> pH, temperature and conductivity will be taken during the evacuation <br /> and the well allowed to stabilize prior to sampling. <br /> ° Final readings will be recorded for pH, temperature and conductivity. <br /> Standards of, known pH and conductivity will be -used to check the <br /> calibration of the field meter before the water parameters are <br /> measured. The pH meter will be calibrated daily in order to assess <br /> whether the error is less than 0.1 percent. <br /> ° The sample bottles will be filled with groundwater and placed in a <br /> cooler with ice. The bottles will be opened only as long as neces- <br /> sary to take the samples. All samples will be collected at a pump <br /> discharge port nearest to the well head. <br />
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