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ARCHIVED REPORTS_XR0008933
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545788
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ARCHIVED REPORTS_XR0008933
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Last modified
6/15/2020 12:10:55 PM
Creation date
6/15/2020 12:06:26 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008933
RECORD_ID
PR0545788
PE
3528
FACILITY_ID
FA0003617
FACILITY_NAME
CAL WEST CONCRETE CUTTINGS INC
STREET_NUMBER
1153
STREET_NAME
VANDERBILT
STREET_TYPE
CIR
City
MANTECA
Zip
95337
APN
22119031
CURRENT_STATUS
02
SITE_LOCATION
1153 VANDERBILT CIR
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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'ROW 'Row <br /> �� KLEINFELDER <br /> A-2 4 Sample Handling <br /> After labeling, the sample is immediately stored in an iced cooler for transport to Kleinfelder's <br /> office sample control or to the analytical laboratory. A Kleinfelder chain-of-custody form <br /> accompanies the cooler. The chain-of-custody form includes Kleinfelder's name, address and <br /> telephone number, the employee number of the individual who performed the sampling, the <br /> sample numbers, the date and time the samples were collected, the number of containers each <br /> sample occupies, and the analyses for which the samples are being submitted, if any The <br /> chain-of-custody form is signed by each person who handles the samples, including all <br /> Kleinfelder employees and the receiving employee of office sample control or the analytical <br /> laboratory when the samples are delivered. <br /> A-2 5 Decontamination of Equipment <br /> To reduce the potential for cross-contamination, augers and associated equipment are steam <br /> cleaned prior to drilling each boring. In addition, sampling equipment is cleaned with a <br /> trisodium-phosphate wash and rinsed with distilled water prior to collecting each soil sample <br /> A-2 6 Soil Cutting Disposal <br /> Drill cuttings will be placed in 55-gallon drums or wrapped in plastic and left on site for <br /> disposal by the site owner If requested, Kleinfelder can coordinate disposal of soil and water <br /> after analytical results are available <br /> • A-3 GROUND WATER WELL INSTALLATION <br /> A-3.1 Monitoring Well Construction <br /> Construction details for shallow ground water monitoring wells are as follows <br /> o The well casing will be 2-inch inside diameter, flush threaded,point, schedule 40 <br /> PVC pipe <br /> o The wells will be constructed in 8-inch diameter borings <br /> o Well screen sections will be perforated with 0 010- or 02-inch factory-cut slots <br /> o The wells are generally screened from 5 feet above to 15 feet below first ground <br /> water. The screen length is reduced if 4n aquitard with a minimum thickness of <br /> 5 feet is encountered If an apparent aquitard is encountered, the well is usually <br /> terminated 1 to 2 feet into the aquitard Effort is made not to screen across two <br /> aquifers. If confined aquifer conditions or high vadose zone contamination is <br /> encountered, the well screen is usually not set above the depth of first <br /> encountered ground water. Wells are usually not set in areas of suspected <br /> significant soil contamination <br /> o The PVC pipe and end caps are steam cleaned prior to installation <br /> o The annular space between the screen and the wall of the boring is backfilled <br /> • with the appropriate clean Lone Star Industries 0/30 or 2/12 Monterey sand to <br /> approximately 2 feet above the top of the perforated sections. Based on soil <br /> logs or a sieve test, modifications may be made regarding the size of sand to be <br />
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