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ARCHIVED REPORTS XR0002758
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0508502
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ARCHIVED REPORTS XR0002758
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Entry Properties
Last modified
11/7/2018 9:50:53 AM
Creation date
11/6/2018 3:41:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002758
RECORD_ID
PR0508502
PE
3526
FACILITY_ID
FA0008117
FACILITY_NAME
ARCO STATION #4932
STREET_NUMBER
16
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
13902001
CURRENT_STATUS
01
SITE_LOCATION
16 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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' ATTACHMENT C <br /> FIELD AND LABORATORY PROCEDURES <br /> 1 <br /> ' Exploratory Drilling and Soil Sampling <br /> The soil borings were drilled using 10-inch hollow-stem auger drilling equipment Borings <br /> ' were logged by a SECOR International Incorporated scientist using the Unified Soil <br /> Classification System and standard geologic techniques under the direction of a registered <br /> geologist Soil samples for logging were collected at 5-foot depth intervals using a <br /> California-modified split-spoon sampler The sampler was driven into undisturbed soil a <br /> maximum of 18 inches using a 140-pound hammer with a 30-inch drop Soil samples for <br /> ' chemical analysis were retained in brass liners, labeled, capped with Teflon squares and <br /> plastic end caps, and sealed in clean zip-lock bags The samples were placed on ice for <br /> transport to the laboratory accompanied by chain-of-custody documentation Down-hole <br /> ' S drilling and sampling equipment was steam-cleaned following the completion of each soil <br /> boring Down-hole sampling equipment was washed in a tri-sodium phosphate or alconox <br /> solution between samples <br /> ' it Vapor Extraction and Groundwater Monitoring So p g Well Installation <br /> ' Each of the groundwater monitoring (flinch) and soil vapor extraction (2-inch) wells were <br /> constructed of schedule 40 PVC blank casing and 0 020-inch-slot well screen with flush <br /> threads A#3-sand filter pack was installed in the annulus from the bottom of each borehole <br /> ' to at least 2 feet above the top of the well screen, followed by a well seal consisting of a 2- <br /> foot-thick hydrated bentonite layer overlain by grout to ground surface Each well was <br /> ' secured by a locking expandable well cap and fitted with a traffic-rated well box set in <br /> concrete <br /> ' Soil Sampling for Stockpiled Soil <br /> Soil samples were collected by advancing 2-inch diameter brass sample liners into the soil <br /> ' stockpile, after removing approximately 6 inches to 1 foot of surface material in the sample <br /> location One composite sample was collected per approximately 100 cubic yards of soil <br /> Soil samples for cherrucal analysis were retained in the brass liners, labeled, and capped with <br /> 1 Teflon sheets and plastic end caps The samples were then sealed in zip-lock bags, placed on <br />
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