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ARCHIVED REPORTS XR0001282
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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C
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CENTER
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205
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3500 - Local Oversight Program
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PR0544173
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ARCHIVED REPORTS XR0001282
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Last modified
2/25/2019 2:02:58 PM
Creation date
2/25/2019 10:44:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001282
RECORD_ID
PR0544173
PE
3528
FACILITY_ID
FA0003613
FACILITY_NAME
ARCO STATION #4493*
STREET_NUMBER
205
Direction
N
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13909003
CURRENT_STATUS
02
SITE_LOCATION
205 N CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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ATTACHMENT D <br /> FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The monitoring wells were drilled using 8-inch hollow-stem auger drilling equipment. Soil <br /> boring B-1 was advanced using Enviro-Core sampling procedure (see Attachment Q. <br /> Borings were logged by a SECOR International Incorporated scientists using the Unified Soil <br /> Classification System and standard geologic techniques under the direction of a registered <br /> geologist. Soil samples for logging boring B-1 were collected continuously and MW-5 <br /> through MW-7 were collected at 5-foot depth intervals using a California-modified split- <br /> spoon sampler. The sampler was driven a maximum of 18 inches using a 140-pound hammer <br /> with a 30-inch drop. All soil samples for chemical analysis were retained in brass or plastic <br /> liners, capped with Teflon squares and plastic end caps, and sealed in clean zip-lock bags. <br /> The samples were placed on ice for transport to the laboratory accompanied by chain-of- <br /> custody documentation. All down-hole drilling and sampling equipment was steam-cleaned <br /> following the completion of each soil boring. Down-hole sampling equipment was washed in <br /> a tri-sodium phosphate or alconox solution between samples. <br /> Groundwater Monitoring Well Installation <br /> Each of the groundwater monitoring was constructed of 2-inch-diameter schedule 40 PVC <br /> blank casing and 0.020-inch-slot well screen with flush threads. A #3-sand filter pack was <br /> installed in the annulus from the bottom of each borehole to at least 2 feet above the top of <br /> the well screen, followed by a well seal consisting of a 2-foot-thick hydrated bentonite layer <br /> overlain by grout to ground surface. Each well was secured by a locking expandable well cap <br /> and fitted with a traffic-rated well box set in concrete. <br /> Soil Sampling <br /> Soil samples were collected by advancing 2-inch-diameter brass sample liners into <br /> undisturbed soil, reached through the center of the drill auger or 1 inch plastic liner into <br /> undisturbed soil , reach through the center of the enviro-core rods. Soil samples for chemical <br /> analysis were retained in the brass or plastic liners, labeled, and capped with Teflon sheets <br /> and plastic end caps. The samples were then sealed in zip-lock bags, placed on ice, and <br /> transported to the laboratory accompanied by the appropriate chain-of-custody <br /> documentation. <br />
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