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ARCHIVED REPORTS XR0008679
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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1502
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2900 - Site Mitigation Program
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PR0540300
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ARCHIVED REPORTS XR0008679
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Last modified
8/19/2020 4:14:18 AM
Creation date
7/18/2019 4:29:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008679
RECORD_ID
PR0540300
PE
2960
FACILITY_ID
FA0023037
FACILITY_NAME
FORMER UNOCAL NO 4409
STREET_NUMBER
1502
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12708018
CURRENT_STATUS
01
SITE_LOCATION
1502 N EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br /> S !EC0R <br /> ATTACHMENT D <br /> FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The soil borings will be drilled using air rotary with casing hammer drilling equipment to depths of <br /> approximately 120 feet bgs Borings will be logged by a SECOR International Incorporated scientist <br /> under the direction of a registered geologist using the Unified Soil Classification System and standard <br /> geologic techniques Soil samples will be collected every 10 feet at depth from 80 to 120 feet using a <br /> split-spoon sampler Soil samples for chemical analysis will be retained in brass liners, capped with <br /> Teflon squares and plastic end caps, and sealed in clean zip-lock bags The samples will be placed <br /> on ice for transport to the laboratory accompanied by chain-of-custody documentation Down-hole <br /> drilling and sampling equipment will be steam-cleaned following the completion of the soil boring <br /> Down-hole sampling equipment will be washed in a tri-sodium phosphate or alconox solution between <br /> samples <br /> Well Installation and Development <br /> N <br /> The soil borings will be converted to groundwater monitoring wells by installing 4-inch diameter, flush- <br /> threaded, Schedule 40 PVC casing with 0 020-inch factory-slotted screen Heavy wall casing will be <br /> utilized as conductor casing and will be advanced following the drill bit to the total depth explored in <br /> each boring in order to seal the upper groundwater bearing zones from the lower groundwater <br /> bearing zones Approximately 10 feet of screen will be placed in the bottoms of the boring A grade , <br /> of sand appropriate to the screen size will be placed in the annular space across the entire screened <br /> interval, and will extend approximately 2 feet above the top of the screen for the wells A bentonite <br /> seal will extend two to four feet above the sand pack The monitoring wells will be completed with <br /> neat cement from the bentonite seal to the ground surface The well casing will be topped with a <br /> locking cap The wellhead will be contained in a watertight traffic-rated well box The boring logs will <br /> show well construction details <br /> The well will be developed after completion The development procedure for each well will consist of <br /> surging the well, then 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 <br /> �r <br /> The newly installed wells will be surveyed by a California State Licensed Surveyor The well casings <br /> will be surveyed to the nearest 0 01 feet in elevation to a known benchmark <br /> Organic Vapor Procedures <br /> �F <br /> Soil samples collected at 5-foot depth intervals during drilling will be analyzed in the field for ionizable <br /> organic compounds using a photo-ionization detector (PID) with a 10 2 eV lamp or a flame ionization <br /> detector (FID) The test procedure will involve measuring approximately 30 grams from an <br /> undisturbed soil sample, placing this subsample in a sealed container (either a zip-lock bag or a N <br /> mason lar) The container will be warmed for approximately 20 minutes (in the sun), then the head- <br /> space within will be tested for total organic vapor, measured in parts per million as benzene (ppm, <br /> volume/volume) The instrument will be calibrated prior to drilling using a 100-ppm isobutylene <br /> standard (in air) and a sensitivity factor of 55, which relates the photo-ionization potential of benzene fi <br /> to that of isobutylene at 100 ppm The results of the field testing will be noted on the boring logs PID <br /> and FID readings are useful for indicating relative levels of contamination, but cannot be used to <br /> evaluate hydrocarbon levels with the confidence of laboratory analyses <br />
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