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2900 - Site Mitigation Program
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PR0505548
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Entry Properties
Last modified
5/17/2019 9:06:51 AM
Creation date
5/17/2019 9:01:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505548
PE
2960
FACILITY_ID
FA0006852
FACILITY_NAME
OCCIDENTAL CHEMICAL CORP
STREET_NUMBER
1904
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
16302041
CURRENT_STATUS
01
SITE_LOCATION
1904 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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� # r <br /> GEOMATRIX <br /> attached to one of several different types of standard drilling rods (minimum 1-inch inside <br /> ' diameter for the Enviro Probe, lowered to the bottom of the existing borehole, and advanced <br /> (driven or pushed) approximately 2 to 4 feet into undisturbed formation. Internal seals and/or <br /> ' check valves create a water-tight sampling tool while in the closed position, so that the Enviro <br /> Probe' or HydroPunch' can be used in fluid-filled boreholes. <br /> After the sampling tool is emplaced at the target sample depth, the outer sleeve is retracted <br /> ' approximately 1 to 1.5 feet (generally 1 foot of retraction for the Enviro Probe' and 1.5 feet of <br /> retraction for the HydroPunch'. As the outer sleeve is retracted, subsurface friction retains <br /> the drive point in place, exposing the screen section and allowing water to enter the sampling <br /> tool. When sampling while using CPT methods, the sampling tool can be attached directly to <br /> ' the uninstrumented CPT rods (for the HydroPunch' or 1-inch-inside-diameter rods (for the <br /> Enviro Probe' and pushed from the ground surface to the desired sampling depth. The <br /> retractable sleeve on both sampling devices ensures that the internal parts are sealed from <br /> ' cross-contamination as the tools are advanced. <br /> ' 3.1 ENVIRO PROBE' SAMPLING PROCEDURES <br /> Groundwater samples are collected by lowering the appropriate groundwater monitoring <br /> ' system (GMS) tool down the drive rod (i.e., drill rod or CPT rod). The GMS tools consist of <br /> a pore pressure transducer unit (i.e., an in situ pressure transducer with a cable of appropriate <br /> ' length and an electronic data logger or other type of read-out unit) and a GMS groundwater <br /> sample collection kit. The GMS groundwater sample collection kit consists of sample vials, <br /> ' ranging in size from 35 to 1000 milliliters (ml), and a sample vial housing assembly. The <br /> sample vial(s) are sealed with a flexible viton rubber septum and cap similar to the upper end <br /> ' of the probe. Prior to collecting a groundwater sample, the pore pressure unit is connected in <br /> series with the sample vial housing via an arrangement of double-ended hypodermic needles. <br /> ' After the housing and pore pressure unit have been connected, the sample vial is evacuated <br /> with a hand vacuum pump. Sampling and pore pressure measurements are obtained by <br /> lowering the pressure transducer unit and housing assembly down the drive rod. The tools <br /> connect to the Enviro Probe' via a quick-coupling system through the hypodermic needles, <br /> DISCRETE-DEPTH SAMPLING Page 3 of 6 <br /> ' MSC\PROTO-DS.= REVISION DATE:MARCH 1996 DS-3 <br />
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