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ARCHIVED REPORTS XR0004755
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004755
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Entry Properties
Last modified
5/7/2019 9:22:59 AM
Creation date
5/7/2019 9:10:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004755
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 /> 2.3, LABORATORY ANALYSIS ! <br /> Soil samples- will be transported,under chain-of'-custody, in &;chilled container,'to McCampbell <br /> Analytical, Inc. (MA I-},.astate-certified laboratory; 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 appiopriate,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 /> 3.0. PROCEDURES- <br /> 3.1. <br /> ROCEDURES 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. Advarice 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 I.25-inch diameter <br /> rods. Ifhydrocarbon=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 Iocations are depicted on <br /> • Figure 2.. <br /> �. Decontaminate sariipling equipment in.an Alconox solutio'-ii 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 /> r- . .,begin at a depth of 15 feet bsg in,the probing near GP-1 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 1.125-inch by,6-inch brass-sleeves. <br /> 7 "5. Preserve soil,samples in the second brass sleeve by covering both.ends with Teflon sheets, <br /> capping; and'sealing with tape: <br /> r^ 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 /> 4 transport to.a.state-certified laborafory. <br /> 8. .. Monitor soil sample duplicates for the presence.of organic vapor using an organic vapor <br /> Advanced GeoEnvironmcntal,[no, <br />
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