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2900 - Site Mitigation Program
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PR0009025
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Last modified
5/19/2021 2:51:15 PM
Creation date
5/19/2021 12:24:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009025
PE
2960
FACILITY_ID
FA0004055
FACILITY_NAME
LATHROP GAS DEHYDRATOR
STREET_NUMBER
13751
Direction
S
STREET_NAME
WILLOW GLEN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
19105010
CURRENT_STATUS
01
SITE_LOCATION
13751 S WILLOW GLEN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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l <br /> Section 5 <br /> FIELD WORK PROCEDURES <br /> BOREHOLE ADVANCEMENT AND SOIL SAMPLING <br /> On November 23 and 24, 1992, nine exploratory soil borings (B-1 through B-9) were advanced and <br /> sampled at the locations shown on Figure 4. Borings B-1 and B-3 through B-6 were located in the <br /> immediate vicinity of the former reboiler unit and borings B-2, B-7, B-8 and B-9 were located near the east, <br /> south,west and northwest boundaries of the site, respectively(B-2 was drilled off site). The purpose of <br /> borings B-1 and B-3 through B-6 were to assist in defining the lateral and vertical extent of the potentially <br /> impacted soils. Borings B-2, B-7, B-8 and B-9 were drilled to ascertain if elevated levels of petroleum <br /> hydrocarbons extend beyond the property boundaries of the site. The boreholes were drilled to depths <br /> ranging from 13'/�to 20 feet. <br /> Soil borings were advanced and sampled by a PG&E drilling crew using a Mobile B-80 truck-mounted, <br /> hollow-stem auger drilling rig under the direction of a State of California Registered Geologist. Soil <br /> samples were collected from the borings at five foot intervals using a 2-inch I.D. split spoon sampler <br /> equipped with three 6-inch brass liners. The split spoon sampler was driven ahead of the lead auger into <br /> the undisturbed soils using a 140 lb. hammer with a 30-inch drop. Generally,the lower or middle brass <br /> liner at each sampling interval was saved for possible chemical analyses. All sampling equipment was <br /> thoroughly cleaned before each use with a trisodium phosphate solution and a potable water rinse. <br /> Soil from each sampling interval was screened for organic vapors using a photoionization detector. The <br /> soil was placed in a zip-lock plastic bag and warmed until moisture droplets formed inside the bag. The <br /> vapors from the bag were measured using a calibrated Photovac Microtip MP-1000 and recorded on the <br /> boring log form. <br /> The soil samples retained in the brass liners were covered at both ends with Teflon sheets and fitted with <br /> plastic end caps. All samples were labeled with the borehole identification information,the requested <br /> chemical analyses, date of sample collection, and the initials of the sampling personnel. The samples were <br /> stored in an ice chest which was maintained at approximately 4°C from the time of collection until delivery <br /> to a State of California-certified analytical laboratory (Chromalab, San Ramon). <br /> Materials encountered during the drilling were described on a boring log by a PG&E geologist. This <br /> description included soil classification (Unified Soil Classification System, ASTM D-2487-83), color, <br /> cca/08/18/93/9449arpt.doc/mkn4 5-1 <br />
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