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3500 - Local Oversight Program
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PR0545735
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Last modified
6/5/2020 2:08:41 PM
Creation date
6/5/2020 1:59:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545735
PE
3528
FACILITY_ID
FA0003502
FACILITY_NAME
TRACY CITY PUBLIC WORKS
STREET_NUMBER
560
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23515006
CURRENT_STATUS
02
SITE_LOCATION
560 S TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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` kJ <br /> The GeoProbe collected continuous cores of soil in each Borehole. The sampler was retrieved <br /> after each sample push and dissembled, and soil Sample intervals retained for chemical. analysis <br /> were out from the line'rs at the desired depths. leach soil sample retained for chemical analysis <br /> was sealed with Teflon paper or fail and plastic endcaps, labeled, logged onto chain-of=custody <br /> forms and place in a chilled ice chest on crushed ice for transport to the laboratory. <br /> The GtoProbe borcholes were continuously logged using the Unified Soil Classification System <br /> under the supervision of a. professional. geologist.' Additional lithologic information was <br /> collected as needed to describe the subsurface geology. Soil. samples were field screened with a <br /> portable photoionization detector (PID) for indications of petroleum fuel hydrocarbon vapor and <br /> visually checked for staining. <br /> 3.1 _Field Methods-Groundwater Sampling from Open GeoProbe Boreholes <br /> Groundwater samples were collected from each borehole. A brief summary of the sampling <br /> procedure follows_ The boreholes were advanced into the aquifer and to the desired depth.. Each <br /> borehole was advanced into the desired aquifer depth interval and temporarily cased for <br /> sampling, or a HydroPunch sampler device was used for some sampling. Two additional boles <br /> were advanced at B-10 and 13-:12 to collect "deep„ groundwater samples following a field <br /> discussion with the SJC[EHD representative. <br /> Two groundwater-sampling procedures were used. Boreboles were sampled with pre-cleaned <br /> tubing and check-ball valve to bail a sample to the surface. A :HydroPunch tool was used to <br /> collect the two" deep' groundwater samples. The HydroPunch tool is advanced to the depth and <br /> then opened by pulling the outer sleeve to expose a screened Interval within the tool, since the <br /> disposable tip remains in the ground after opening the screen to sample, individual borings must <br /> be advanced to collect each sample at various depths. Either procedure may then measure the <br /> depth to groundwater in the borehole to the :nearest one-one hundredth of one foot from surface <br /> grade, and also checked for the presence of separate phase product. The water entering the <br /> borehole was sampled using a clean disposable PVC/tube bailer, and carefully poured :into the <br /> appropriate laboratory prepared container with .minim-um cavitation. Each groundwater sample <br /> was labeled, logged onto a chain-of custody form, and placed in a chilled ice chest on crushed <br /> ice for transport to the laboratory_ <br /> Upon completion of drilling and collection of groundwater samples., the GeoProbe boreholes <br /> were backfilled with cement grout, placed from the bottom to top of the borehole per the permit <br /> requirements. All soil cuttings, decontamination and cement mixing water and consumable items <br /> used or generated in sampling were lefi in labeled 55-gallon closed top drums. The dru ns were <br /> left at the specified storage location at.Boyd Service Center. <br /> Page 3 of 1.4 <br />
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