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ARCHIVED REPORTS_XR0004545
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3500 - Local Oversight Program
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PR0545484
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ARCHIVED REPORTS_XR0004545
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Last modified
3/11/2020 12:05:22 AM
Creation date
3/10/2020 11:24:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004545
RECORD_ID
PR0545484
PE
3528
FACILITY_ID
FA0003714
FACILITY_NAME
LACHHAR CHEVRON*
STREET_NUMBER
334
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26115041
CURRENT_STATUS
02
SITE_LOCATION
334 E MAIN ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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ATTACHMENT A <br /> FIELD AND LABORATORY PROCEDURES <br /> Soil Borings and Groundwater Monitoring Well Installation <br /> The soil bonngs and groundwater monitoring wells will be drilled using 8-inch hollow-stem <br /> auger drilling equipment and logged by a Pacific Environmental Group, Inc geologist using <br /> the Unified Soil Classification System and standard geologic techniques Total depth of the <br /> soil borings is anticipated to be 20 feet The total depth of the groundwater monitoring wells <br /> is anticipated to be 30 feet The specific depths for the installation of these borings and wells <br /> will be based on field conditions, specifically the subsurface stratigraphy and hydrocarbon <br /> distribution Soil samples for logging will be collected at 5-foot depth intervals using a <br /> California-modified split-spoon sampler The sampler will be driven a maximum of 18 inches <br /> using a 140-pound hammer with a 30-inch drop Soil samples for chemical analysis will be <br /> • retained in brass liners, capped with Teflon squares and plastic end caps, taped, and sealed in <br /> clean zip-lock bags The samples will be placed on ice for transport to the laboratory <br /> accompanied by chain-of-custody documentation Down-hole drilling and sampling <br /> equipment will be steam-cleaned following the completion of each soil boring Down-hole <br /> sampling equipment will be washed in a tri-sodium phosphate solution between samples <br /> The borings will be converted to groundwater monitoring wells by installing 2-inch diameter, <br /> flush-threaded, Schedule 40 PVC casing with 0 020-inch factory-slotted screen Approxi- <br /> mately 15 to 20 feet of screen will be placed in the bottom of each boring An RMC 2 x 12 <br /> sand pack will be placed in the annular space across the entire screened interval, and will <br /> extend approximately 3 feet above the top of the screen for the well A bentonite and Port- <br /> land cement seal will extend from the sand pack to the ground surface <br /> Following well completion, the vault box elevation and the elevation of the top of the PVC <br /> well casing of the monitoring wells will be surveyed to the nearest 0 01 foot, relative to mean <br /> sea level, by a licensed surveyor The boring logs will show well construction details and the <br /> well head elevations <br /> 3201591A/WKPLAN A- 1 November 8, 1995 <br />
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