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SITE INFORMATION AND CORRESPONDENCE_FILE 1
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545028
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SITE INFORMATION AND CORRESPONDENCE_FILE 1
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Last modified
12/6/2019 2:59:14 PM
Creation date
12/6/2019 2:48:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0545028
PE
3528
FACILITY_ID
FA0003919
FACILITY_NAME
VAN DE POL ENTERPRISES
STREET_NUMBER
5491
STREET_NAME
F
STREET_TYPE
ST
City
BANTA
Zip
95304
CURRENT_STATUS
02
SITE_LOCATION
5491 F ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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SAMPLING PROTOCOL <br /> Page: 3 <br /> immediately for delivery to the laboratory, and will under no <br /> circumstances be opened by anyone other than laboratory <br /> personnel. Chain of Custody records will be maintained at <br /> all times. <br /> Samples will be analyzed by a laboratory specifically <br /> certified by the California Department of Health Services to <br /> perform the analysis requested. Samples will not be tested <br /> after their sample life has been exceeded according to EPA <br /> guidelines, and will be properly disposed of after analysis. <br /> SOIL SAMPLING <br /> All soil sampling equipment will be thoroughly steam- <br /> cleaned before sampling and between sampling to prevent <br /> cross-contamination. Relatively undisturbed soil samples <br /> will be taken at intervals of not more than five feet in <br /> order to evaluate the subsurface materials; however, this <br /> sampling interval may be waived in saturated sands or gravels <br /> in which sample recovery is not possible. <br /> The soil samples will be collected using a California <br /> Modified split-spoon sampler with brass liners. The sampler <br /> will be driven by a 140 pound hammer repeatedly falling 30 <br /> inches (ASTM Standard 1586) . <br /> The laboratory samples will not have head space and will <br /> be immediately sealed in their liners using aluminum foil <br /> lined plastic caps that are taped in place. The remaining <br /> sample will be removed from its liner to be used for sieve <br /> analysis, if appropriate, and to aid the on-site geologist in <br /> logging the material. <br /> GROUNDWATER SAMPLING <br /> All sampling equipment, including the pump, bailer and <br /> cables will be disassembled if appropriate and steam cleaned <br /> prior to commencement of sampling. These procedures will <br /> also be followed between each well or sampling point and at <br /> the end of the sampling day. De-ionized or organic-free <br /> water will then be introduced into the pump or bailer as the <br /> last stages of cleaning prior to the taking of each sample. <br /> Immediately prior to sampling, water levels and well <br /> depth measurements will be taken in all wells at the site. <br /> Each well will be evacuated using a Teflon bladder pump or a <br /> Teflon bailer. At least three well volumes will be evacuated <br /> from the wells. Parameters of the water condition will be <br /> measured and logged during the evacuation. These parameters <br /> shall include temperature, conductivity and pH. Samples will <br /> be collected only after at least three well volumes have been <br /> removed and the measured parameters have stabilized. <br />
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