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ARCHIVED REPORTS XR0003043
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003043
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Last modified
10/10/2018 8:56:44 AM
Creation date
10/9/2018 4:27:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003043
FileName_PostFix
XR0003043
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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. Groundwater Monitoring Well Installation and Sampling <br />Groundwater monitoring wells and oxygen diffusion/iso-gen remedial wells will be <br />constructed by installing either 2 -inch or 4 -inch diameter, flush -threaded, Schedule 40 PVC <br />casing with 0.020 -inch factory -slotted screen. Boring EX -3 will be converted to a <br />groundwater extraction well by installing 6 -inch stainless steel casing with 0.020 -inch <br />slotted screen. An RMC 2112 sand pack, or equivalent, will be placed in the annular space <br />across the entire screened interval, and will extend approximately 1 to 2 feet above the top of <br />the screen for the well. A bentonite and Portland cement seal will extend from the sand pack <br />to the ground surface. The boring logs will show well construction details. The wells will be <br />developed and sampled after completion. The development procedure for each well will <br />consist of pumping or bailing water from the well until the water is visibly clear, the well <br />goes dry, or until a maximum of ten casing volumes have been removed. After development, <br />water levels are allowed to partially recover. Groundwater samples are then collected using a <br />disposable teflon bailer, placed into appropriate EPA -approved containers, labeled, placed on <br />ice, and transported to the laboratory accompanied by chain -of -custody documentation. The <br />newly installed wells will be surveyed by a California State Licensed Surveyor. The well <br />casings will be surveyed to the nearest 0.01 feet in elevation to a known benchmark for <br />evaluation of measured water levels. <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 flame -ionization detector (FID) or a photo - <br />ionization detector (PID) with a 10.2 eV lamp. The test procedure will involve measuring <br />approximately 30 grams from an undisturbed soil sample, placing this subsample in a ziplock <br />type bag or in a clean glass jar, and sealing the jar with aluminum foil secured under a ring - <br />type threaded lid. The container will be warmed for approximately 20 minutes (in the sun), <br />then the head -space within the container will be tested for total organic vapor, measured in <br />parts per million as benzene (ppm; volume/volume). The instrument will be calibrated prior <br />to drilling using a 100 -ppm isobutylene standard (in air) and a sensitivity factor of 55, which <br />relates the photo -ionization potential of benzene to that of isobutylene at 100 ppm. The <br />results of the field-testing will be noted on the boring logs. PID and FID readings are useful <br />for indicating relative levels of contamination, but cannot be used to evaluate hydrocarbon <br />levels with the confidence of laboratory analyses <br />r <br />Laboratory Procedures <br />Selected soil and groundwater samples collected will be analyzed for the presence of total <br />petroleum hydrocarbons calculated as gasoline (TPHg), toluene ethYlbenzene xylenes i <br />(BTEX compounds), and methyl tertiary butyl ether (MtBE), ethylene dibromide (EDB), 1,2- <br />dichloroethane (1,2 -DCA), tertiary butyl alcohol (TBA), di -isopropyl ether (DIPE), ethyl <br />9-5775WP100900.doc October 10, 2000 <br />
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