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CORRAL HOLLOW
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34580
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3500 - Local Oversight Program
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PR0544584
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Last modified
6/19/2019 10:21:05 AM
Creation date
6/19/2019 10:14:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544584
PE
3528
FACILITY_ID
FA0003684
FACILITY_NAME
CASTLE ROCK FIRE STATION
STREET_NUMBER
34580
Direction
S
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25118003
CURRENT_STATUS
02
SITE_LOCATION
34580 S CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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LITHOLOGICAL LOGGING <br /> A field geologist will log all boreholes using ASTM standard procedures and techniques. Soil <br /> samples are taken at five foot intervals and used to describe the color, moisture, sorting, grain <br /> size, and any other pertinent soil characteristics observed. The blow counts of the hammer used <br /> to drive the split-spoon are noted on the logs, which indicates the relative density of the soil. <br /> Blow counts will also be used to determine when sample refusal has occurred. A maximum of 50 <br /> hammer blows are allowed per six inches of sample recovery before abandoning a sampling <br /> attempt. Soil color is determined by using a condensed version of the Geological Society of <br /> America Rock or MunsellTM Soil Color Chart. Color of the soil is measured by comparing a <br /> sample of the soil to the color-chips reproduced on photographic paper. <br /> Textural properties of the soil are determined by using field charts. Sorting is determined by <br /> observing the gram-size distribution of the soil sample through a hand lens and comparing the <br /> distribution to a sorting chart from Folk(1974). Grain size is determined by comparing grains of <br /> soil to a plastic grain-size chart produced by American Stratigraphic, Inc. Grains of soil are <br /> placed on the chart and viewed through a hand lens, which allows the geologist to directly <br /> compare the grains of soil to pictures of grains that range in size from very coarse sand to very <br /> fine sand. This method produces accurate and reproducible results. <br /> All this information is written on the boring log form and the soil will then be classified using the <br /> Unified Soil Classification System. In addition, the geologist will check the drill cuttings to <br /> observe changes in lithology and use the core samples to confirm the changes. These changes are <br /> noted on the boring log and used to determine the stratigraphy (layering) of the soil. All boring <br /> logs are reviewed and signed by a California Registered Geologist. <br /> EQUIPMENT DECONTAMINATION <br /> When sampling is to occur, a restricted work zone will be established. Only qualified team <br /> members, as outlined in Appendix A (HASP), will be permitted to enter this zone. A <br /> decontamination area and a clean zone are established at the perimeter of the restricted work zone <br /> for preparation and breakdown of sampling appurtenances. The decontamination area is <br /> established to contain decontamination rinsate solution for subsequent disposal. Racks are used <br /> to steam-clean equipment (e.g. backhoe bucket, augers, etc.) and 5-gallon buckets are set up to <br /> decontaminate smaller pieces of equipment such as hand auger and split spoon samplers. <br /> Equipment is decontaminated by the following procedures: <br /> Loose dirt is brushed off the equipment with a steel-bristle brush,and; <br /> • After removing the loose dirt, equipment is steam cleaned with a high pressure steam <br /> cleaner to remove any remaining dirt. <br /> C-3 <br />
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