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ARCHIVED REPORTS_XR0002325
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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GRANT LINE
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575
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2900 - Site Mitigation Program
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PR0542420
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ARCHIVED REPORTS_XR0002325
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Entry Properties
Last modified
1/23/2020 10:05:37 AM
Creation date
1/23/2020 9:53:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002325
RECORD_ID
PR0542420
PE
2960
FACILITY_ID
FA0024376
FACILITY_NAME
FORMER CHEVRON 98632
STREET_NUMBER
575
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
575 W GRANT LINE RD
P_LOCATION
03
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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of sand appropriate to the screen size will be placed in the annular space across the entire <br /> screened interval, and will extend approximately two feet above the top of the screen for the <br /> well A bentonite seal will extend two feet above the sand pack The monitoring well will be <br /> completed with neat cement from the bentonite seal to ground surface The well casing will <br /> be topped with a locking cap The wellhead will be contained in a watertight well box, either <br /> traffic rated and flush mounted or in a "stove-pipe" arrangement The boring logs will show <br /> well construction details The well will be developed after completion The development <br /> procedure for the well will consist of pumping or bailing water from the well until the water <br /> is visibly clear, the well goes dry, or until a maximum of ten casing volumes have been <br /> removed The wells will the be sampled with a disposable bailer Groundwater samples will <br /> be placed in 40 milliliter hydrochloric acid preserved VOAs Groundwater samples will be <br /> placed on ice for transport to the laboratory accompanied by chain-of-custody docu- <br /> mentation <br /> The well casing will be surveyed to the nearest 0 01 feet in elevation to a known benchmark <br /> Organic Vapor Procedures <br /> Soil samples collected at 5-foot depth intervals during drilling will be analyzed in the field <br /> . for ionizable organic compounds using a photo-ionization detector (PID) with a 10 2 eV <br /> lamp or an organic vapor meter (OVM) The test procedure will involve measunng <br /> approximately 30 grams from an undisturbed soil sample, placing this subsample in a sealed <br /> container (either a zip-lock bag or a masonjar) The container will be warmed for <br /> approximately 20 minutes (in the sun), then the head-space within will be tested for total <br /> organic vapor, measured in parts per million as benzene (ppm, volume/volume) The <br /> instrument will be calibrated prior to drilling using a 100-ppm isobutylene standard (in air) <br /> and a sensitivity factor of 55, which relates the photo-ionization potential of benzene to that <br /> of isobutylene at 100 ppm The results of the field testing will be noted on the boring logs <br /> PID and OVM readings are useful for indicating relative levels of contamination, but cannot <br /> be used to evaluate hydrocarbon levels with the confidence of laboratory analyses <br /> Laboratory Procedures <br /> Groundwater samples collected will be analyzed for the presence of total petroleum <br /> hydrocarbons calculated as diesel (TPHd), total petroleum hydrocarbons calculated as <br /> gasoline (TPHg), benzene, toluene ethylbenzene, and xylenes (BTEX), and the fuel <br /> oxygenates methyl tertiary butyl ether (MtBE), ethyl tertiary butyl ether (EtBE), di-isopropyl <br /> ether (DIPE), tertiary amyl methyl ether (TAME), tertiary butanol (TBA), ethylene <br /> I IChcvron1986321Reports\WP R-1,2,3,4 install doc A-2 l 1/2 t/00 <br />
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