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ARCHIVED REPORTS XR0004749
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004749
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Last modified
5/7/2019 9:24:25 AM
Creation date
5/7/2019 9:10:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004749
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 24 November 1997 <br /> • AGE-NC Project No 95-0144 <br /> ' Page 2 of 3 <br /> ' 23 LABORATORY ANALYSIS <br /> Soil samples will be transported, under chain-of custody, in a chilled container, to McCampbell <br /> ' Analytical, Inc (MAI), a state-certified Iaboratory, for analysis Selected samples will be analyzed <br /> for total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g, TPH-d) and for volatile <br /> aromatics (benzene, toluene, ethylbenzene and xylenes BTE&X) with methyl tertiary-butyl ether <br /> (MTBE) in accordance with appropriate,EPA analytical methods The laboratory report, testing <br /> methods,laboratory quality assurance/quality control (QA/QC) reports and sample chain-of-custody <br /> documentation will be documented in a report along with findings and recommendations <br /> ' r <br /> 3 0. PROCEDURES <br /> ' 3 1 PROBING AND SAMPLING <br /> ' The following procedures will be performed for the installation of probe borings <br /> I Notify the PHS-EHD at least 48 hours prior to commencement of any work <br /> ' 2 Advance three soil probe borings at the site to depths of approximately 40 feet below surface <br /> grade (bsg) using a van-mounted Geoprobe probing unit equipped with 125-inch diameter <br /> ' rods If hydrocarbon-impacted soil is encountered, as evidenced by field observations, <br /> probings will be advanced below the impacted soil interval, if practicable, to define the <br /> vertical extent of the impacted soil The proposed probe boring locations are,depicted on <br /> Figure 2 <br /> 3 Decontaminate sampling equipment in an Alconox solution and double-rinse with clean tap <br /> ' water prior to each sampling run <br /> 4 Obtain soil samples at 5-foot depth intervals during probing advancement Sampling will <br /> ' begin at a depth of 15 feet bsg in the probing near GP-I and at 10 feet bsg in the remaining <br /> two probings Samples will be collected using a Geoprobe soil sampling assembly pre-loaded <br /> with four I 125-inch by 6-inch brass sleeves <br /> ' 5 Preserve soil samples in the second brass sleeve by covering both ends with Teflon sheets, <br /> capping, and sealing with tape <br /> 6 Label samples with date, location,boring number and depth,time of sampling, and sampler's <br /> initials <br /> ' 7 Log samples on a chain-of-custody form and store samples in a chilled container pending <br /> transport to a state-certified laboratory <br /> i8 Monitor soil sample duplicates for the presence of organic vapor using an organic vapor <br /> 1 <br /> Advanced GeoEn%ironmcntal,Inc <br /> 1 <br />
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