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ARCHIVED REPORTS XR0000765
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2900 - Site Mitigation Program
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PR0540667
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ARCHIVED REPORTS XR0000765
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Entry Properties
Last modified
2/8/2019 10:48:01 AM
Creation date
2/8/2019 9:36:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000765
RECORD_ID
PR0540667
PE
2960
FACILITY_ID
FA0023252
FACILITY_NAME
WELDON CHURCH PROPERTY
STREET_NUMBER
104
Direction
W
STREET_NAME
BEVERLY
STREET_TYPE
PL
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
104 W BEVERLY PL
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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,.. , <br /> 11 June-2004 <br /> AGE-NC'Project No. 95-0106 54 <br />' ,Page,,2 of 6 <br /> Discrete soil samples were collected froin.the remaining borings at 5-foot intervals, beginning at 5' <br />' feet bsg, using a Geoprobe push-driven 2-inch diameter soil sampler fitted with four six-inch long <br /> brass sleeves. Soil samples were preserved by covering'both ends of the second brass sleeve with ; <br /> Teflon sheets, capping and sealing with tape. Each preserved'sample sleeve was labeled with soil` <br />' boring location;depth,time,date and sampler's initials and was stored in the chilled container under <br /> ice: <br />' The remaining soil samples retrieved from the borings were visually classified on a.boring log by <br /> an AGE geologist,in accordance with the Unified Soil Classification System(USCS);the soil boring <br /> log is provided in Appendix B. Additionally, the soil samples were field-screened fo'r the presence ' <br />' of*volatile. or ahic compounds,using an organic vapor meter (OVM) equipped ed with a photo- <br /> i6hizatioii-detec'tor (PID: Thermo Environmental 580A; 10.0'eV, calibrated to isobutylene); the <br /> concentration,readings were recorded on the boring'log. <br />' 2.3.. GROUNDWATER SAMPLE COLLECTION _ <br /> ,With'the exception.of probe boring B21,which'was advance my to'l0 feet bsg,grab,ground water <br /> samples were collected at water-table depth(approximately. Meet bsg)and at the total depth of each <br /> probe boring utilizing a Geoprobe water sampling,assembly fitted with a pre-cleaned one-inch <br /> diameter 0.01=incli slotted temporary well screen: The ground water sample, was extracted by <br />' lowering a-Teflon hose equipped with a ball-valve through the hollow center.of the push rods into <br /> .the screen'se.ction. The sample was collected in.three EPA-approved 40-m1 VOA vials containing <br /> 0.5 ml 18% hydrochloric acid as a sample preservative. The collected-ground water samples were <br />' ,labeled."with'the boring designation, date, time, 'and sampler's initials and placed in a chilled { <br /> container under ice. <br /> 2.4.' LABORATORY ANALYSIS OF-SOIL AND GRAB GROUND WATER SAMPLES <br />' The soil and grab groundwater samples were transported under chain-of-custody procedures to Cal <br /> Tech'E-nvironmental`.�Laboratories, a,Califoniia'•Department of Health.Services.(DHS)-certified. <br /> laboratory; the grab ground water samples and selected soil samples were analyzed for: <br /> ' Total -petroleum hydrocarbons quantified.as gasoline(TPH-g) in.accordance With,EPA <br /> Method 8015 Modified; and ` <br /> • Benzene, toluene, ethyibenzene and xylenes:(BTEX); an the`fuel additives MTBE, di- <br /> isopropyl' ether (DIPE), ethyl tertiary�butyl ether (ETBE), :tertiary-amyl methyl ether. <br />' (TAME), tertiary butanol (TBA);" ethylene dibromide, (EDB) and 1,2-diehloroethane <br /> (1,2-DCA) in accordance with,EPA Method 8260B: <br />' Advanced GeoEnviron mental,Inc. <br />
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