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ARCHIVED REPORTS_XR0006202
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0006202
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Last modified
4/10/2020 5:15:50 PM
Creation date
4/10/2020 2:43:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006202
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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APPENDIX B <br /> iPROTOCOLS FOR WELL DRILLING, COMPLETION, <br /> DEVELOPMENT, AND SAMPLING <br /> B.1 DRILLING <br /> Boreholes are drilled with a truck-mounted rotary drill, using hollow-stem continuous-flight <br /> augers The diameter of the augers is selected to provide an annular space between the boring <br /> wall and the well casing of no less than 2 inches The borehole is drilled 10 feet below the static <br /> water level but will not be allowed to penetrate a competent clay layer that might act as an <br /> effective aquitard drilling is terminated after two consecutive samples indicate comparable, <br /> apparently impermeable clays below static water <br /> All augers, sampling rods, samplers, and otherieces of downhole equipment P q pment are steam cleaned <br /> before drilling begins and before each new borehole is drilled All drill cuttings and fluids from <br /> the steam cleaning are contained on the site in sealed 55-gallon drums The drums are labeled <br /> with the borehole number, site description (including owner's name), depth interval of soil <br /> contents, date, and monitoring equipment readings The drill cuttings are disposed of at proper <br /> 1 facilities on the basis of soil sample analysis <br /> A log of drilling and the borehole are recorded by an EA geologist overseeing the drilling <br /> operations and well installation The boring logs, which are signed and dated by the geologist, <br /> contain detailed geological information, including descriptions of the soils classified according to <br />' the Unified Soil Classification System, blow counts, OVA readings, moisture content of the <br /> soils, and initial and static water levels <br /> B.2 SOIL SAMPLING <br /> Soil samples are collected at 5-foot intervals and at any substantial change of soil type, beginning <br /> at 5 feet below ground surface, with a 2-inch-diameter, 18-inch modified California split-spoon <br /> sampler containing three nch brass liners The sampler and Iiners are steam cleaned before <br /> use in each hole, they are I ubbed in deionized water and Alconox detergent and rinsed with <br />' deionized water after use each sampling interval Soil samples are collected to the total depth <br /> of the borehole unless hr ing sand is encountered Every attempt is made to collect a soil <br /> sample dust above or at r water table <br /> At each sample depth, the sampler is driven 18 inches ahead of the augers into undisturbed soil <br /> When the sampler is retrieved, either the lowermost or the middle sample liner is removed and <br /> the ends of the tube are covered with aluminum foil and sealed with plastic caps, which are <br /> secured to the liner with tape The soil-filled liner is labeled with the location, sample number, <br /> date, time, depth, sampler, and borehole number The samples are placed in zip-lock bags and <br /> stored in a cooler containing ice <br /> Soil is removed from the other two liners and examined The soil is scanned with a Foxboro <br /> Century 128 organic vapor analyzer with a flame ionization detector (FID), and the OVA <br /> WP61 73942 R01397 APB 1 B-1 <br />
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