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SITE HISTORY
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0001333
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SITE HISTORY
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Last modified
1/29/2020 11:45:59 AM
Creation date
1/29/2020 11:14:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0001333
PE
2950
FACILITY_ID
FA0004067
FACILITY_NAME
CHEVRON SERVICE STA 9-4183 (INACT)
STREET_NUMBER
236
Direction
N
STREET_NAME
HAM
STREET_TYPE
LN
City
LODI
Zip
95242
APN
03710028
CURRENT_STATUS
02
SITE_LOCATION
236 N HAM LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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r 1 <br /> I�p . <br /> i <br /> II i <br /> Ilk <br /> ' 3 <br /> ATTACHMENT A I f <br /> t <br /> FIELD AND LABORATORY PROCEDURES <br /> II k <br /> 1 <br /> �� t <br /> Soil Borings and Groundwater Monitoring Well Installation ' <br /> The soil borings and groundwater monitoring wells were 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. Soil samples for <br /> logging were either continuously cored or collected at 5-foot depth intervals using a Califor-. <br /> nia-modified split-spoon sampler. Continuous core was collected using a stainless steel 5-foot <br /> by 3-inch:'diameter core barrel. The California sampler was driven a maximum of 18 inches j <br /> using a 1.40-pound hammer,Mith a 30-inch drop. Soil samples for chemical; analysis were <br /> retained in brass Iiners; capped with TeflonO squares and plastic end caps, taped, and sealed ' <br /> in clean zip-lock bags. }The samples were placed. on ice for transport to 'the laboratory <br /> accompanied by chain-of-custody documentation. All down-hole drilling and sampling <br /> equipment was steam-cleaned following the completion of the soil borings'. Down-hole <br /> sampling equipment was washed in a tri-sodium phosphate solution between samples. i <br /> The borings were be converted 11 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 was placed in the bottom of the boring. An RMC 2 x 12 sand <br /> pack was placed in the annular space across the entire screened interval, and extends approxi- <br /> mately 2 feet above the top of the screen for the well. A bentonite and Portland cement seal <br /> extends from the sand pack to the ground surface. s <br /> Following well completion, ithe vault box elevation and the elevation of the top of the PVC <br /> well casing of the monitoring wells were surveyed to the nearest 0.01 foot, relative to mean <br /> sea level, by a licensed surveyor. The boring logs show well construction details. <br /> li <br /> Organic Vapor Procedures 13 <br /> r <br /> Soil samples collected at 5-foot depth intervals during drilling Were analyzed in the field for <br /> ionizable organic compounds using the HNU Model PI-101 (or equivalent) photo-ionization <br /> detector (PID) with a 10.2 eV lamp. The test procedure involves measuring�;approximately <br /> 3 20153 1 MkEPORT ;: A - 1 September 13, 1995 ` <br /> i <br />
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