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ARCHIVED REPORTS XR0010943
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544728
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ARCHIVED REPORTS XR0010943
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Entry Properties
Last modified
8/1/2019 5:06:20 PM
Creation date
8/1/2019 4:43:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010943
RECORD_ID
PR0544728
PE
3528
FACILITY_ID
FA0003802
FACILITY_NAME
ACCURATE DELIVERY SYSTEMS
STREET_NUMBER
355
STREET_NAME
ENTERPRISE
STREET_TYPE
PL
City
TRACY
Zip
95304
APN
21221008
CURRENT_STATUS
02
SITE_LOCATION
355 ENTERPRISE PL
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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6� <br /> { 03 June 2002 <br /> AGE-NC Project No. 97-0360 <br /> Page 2 of 7 <br /> custody to Cal Tech Environmental Laboratories(CTEL),a State of CaliforniaDepartment ofHealth <br /> Services (DHS)-certified analytical laboratory. <br /> 2.2. LOGGING <br /> Soil was extruded from a second brass sleeve and was screened for the presence of or vapor <br /> using an organic vapor meter (OVM) equipped with a photo-ionization detector (PID: Then-no <br /> Environmental 580A, 10.0,eV, calibrated to isobutylene);the OVM readings were recorded on the <br /> boring log. The soil was then visually described in accordance with the Unified Soil Classification <br /> =- System (see Appendix A). <br /> 2.3. WELL COMPLETIONS <br /> Pilot borings MW1 through MW5 were completed as groundwater monitoring wells using two-inch <br /> diameter PVC casing with 0.020-inch slotted screen installed from approximately 5 feet to 20 feet <br /> bsg in borings MWI, MW3, MW4 and MW5 and from approximately 30 feet to 35 feet bsg in <br /> ;: 1 '• __r boring MW2 and with blank casing extended to the surface of each well. Pilot boring EW1 was <br /> completed as a ground water extraction well using six-inch diameter PVC casing with 0.020-inch <br /> slotted screen installed from approximately 5 feet to 20 feet. <br /> The filter packs (No. 3 Lonestar sand)were installed from approximately 4 feet bsg to 20 feet bsg <br /> I . <br /> in wells MW1,MW3,MW4,MW5 and EWI and from 28 feet bsg to 35 feet bsg in well MW2. A <br /> I; ; nominal 2-foot or 3-foot bentonite chip plug was then installed above the filter packs and hydrated. <br /> The wells were then grouted to near the surface with portland cement, and water-tight,traffic-rated <br /> well boxes were installed over the wells. As-built well diagrams are depicted on the boring logs in <br /> -._ Appendix A. . <br /> ; 1 <br /> 2.4. LABORATORY ANALYSES OF SOIL SAMPLES <br /> 3 Selected soil samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> accordance with EPA Method 5030/8015 Modified and 3550/8015 Modified; <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8021; and <br /> Advanced GcoEnvironmental,Inc. <br />
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