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ARCHIVED REPORTS XR0002714
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0506390
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ARCHIVED REPORTS XR0002714
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Entry Properties
Last modified
5/6/2019 2:21:21 PM
Creation date
5/6/2019 2:17:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002714
RECORD_ID
PR0506390
PE
2950
FACILITY_ID
FA0007389
FACILITY_NAME
MINI STOP
STREET_NUMBER
244
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13708014
CURRENT_STATUS
01
SITE_LOCATION
244 W HARDING WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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? <br /> '. 8 Noverr be'r•2002 <br /> i <br /> `AGE,NC Project•No:•98-0504:' � ! <br /> Page2of5 <br /> 'Soil'samples were preserved by covering both ends.of,the second,brass sleeve with•Teflon sheets, <br /> capping and sealing with tape..Each preserved sample sleeve was labeled soil boring location;` <br /> depth, time, date.and sampler's initials and wasfstore& in a chilled conta' er under ice. <br /> Soil samples retheved'from the borings were visually classified on ab oring log by,an AGE-geologist <br /> in accordance'with the Unified Soil Classification Systerri (USCS); the-soil boring'log is provided <br /> 1 r in Appendix A.. Additionally, the soil samples were fiefd=screened for the'presence of volatile " <br /> organic compounds using an organic vapor meter(OVM)-equipped with a photo-ionization detector <br /> (FID:Thermo Environmental 580A, 1.0.0 eV,calibrated io isobutylene);the concentration readings <br /> were recorded on the boring log. <br /> 2.3. GRAB GROUND WATER COLLECTION <br /> At the total depth of the probe borings, -a grab ground water sample was collected utilizing a <br /> Geoprobe water sampling assembly fitted with a pre-cleaned one-inch diameter 0.01-inch slotted <br /> temporary well screen.The groundwater sample was extractedby lowering a Teflon hose equipped - <br /> with a ball-valve through the hollow center of the push rods into the screen section.The sample was <br /> ' collected in three EPA-approved 40-m1 VOA vials containing 0:5 ml 18% hydrochloric acid as'a. <br /> sample preservative. The collected ground water samples were labeled with the boring designation, <br /> date, time,,and sampler's initials and placed in a chilled container under ice.. <br /> 2.4. LABORATORY ANALYSIS OF SOIL AND GRAB-GROUND WATER SAMPLES <br /> The grab ground water sample and selected soil samples were transported under chain-of-custody <br /> procedures to Cal Tech Environmental Laboratories, a California Department of Health Services . <br /> 1 (DHS)-certified laboratory, for analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline.and diesel• (TPH-g and TPH-d) in ' <br /> accordance with EPA Method 8015 Modified; and <br /> • Benzene,toluene,ethylbenzene and xylenes(BTEX)and methyl tertiary-butyl ether(MTBE) ' <br /> ' in accordance with EPA Method.8021. ; <br /> • The -fuel additives.MTBE; di-isopropyl ether. (PIPE), ethyl tertiary-butyl ether-(ETBE), ' <br /> tertiary-amyl methyl ether(TAME},tertiary butanol(TBA), ethylene dibromide(EDB)and <br /> ' 1,2-di6hloroethane(1,2-DCA) in accordance with EPA Method 8260B. <br /> In addition,ground water sample B5 was analyzed for volatile organic compounds utilizing full scan <br /> EPA Method 8260. <br />', Advanced Geo Environmental,Inc. <br />
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