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ARCHIVED REPORTS_XR0003891
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545420
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ARCHIVED REPORTS_XR0003891
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Entry Properties
Last modified
3/5/2020 5:48:14 PM
Creation date
3/5/2020 4:43:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003891
RECORD_ID
PR0545420
PE
3528
FACILITY_ID
FA0003815
FACILITY_NAME
TESORO (SPEEDWAY) 68154
STREET_NUMBER
2500
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
02740006
CURRENT_STATUS
02
SITE_LOCATION
2500 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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On the basis of ground water contour maps provided on this site, <br /> Western Geo-Enginners proposes placing MW8 in the down gradient <br /> direction 10 feet from the Underground Storage Tank field (see <br /> Figure 7) . <br /> Preparatory Work <br /> In advance of drilling, Underground Service Alert (USA) will be <br /> alerted, if applicable this service will delineate underground <br /> utilities As an added security the borings will be hand augured <br /> to 4 ' prior to drilling. <br /> PROCEDURE FOR DRILLING SOIL BORINGS OR MONITOR WELLS <br /> A truck-mounted drilling rig with eight inch hollow stem augers <br /> will be used to drill the monitoring well The rig equipment <br /> and augers will be steam cleaned prior to use, and the sampling <br /> equipment will be cleaned in the same fashion between each <br /> sampling interval . In addition, all lubricated parts that are to <br /> enter or approach the borings are lubricated with olive oil . <br /> To document the soil samples taken at each interval during the <br /> drilling of the monitoring well, a WEGE field geologist prepares <br /> a boring log. The samples will be described and categorized <br /> using lithologic descriptions and the Unified Soils <br /> Classification System and will be presented as "Monitor Well <br /> Boring" and "Construction" Logs in an appendix <br /> Relatively undisturbed soil samples will be collected at five- <br /> foot intervals, at changes of lithology, and at the soil water <br /> interface using a California Split Spoon Sampler equipped with <br /> four 211X6" clean brass sleeves Borings are advanced to the <br /> desired depth with the hollow stem auger, and the center rod <br /> center plug pilot bit assembly is withdrawn. The sampler is then <br /> lowered through the auger to the bottom of the bore hole and <br /> driven 1811 into the soil with a 140-pound hammer. Prior to <br /> preservation, soil samples from each interval are field-checked <br /> for the presence of odor, vapor, and visible staining. In <br /> addition, a vapor analysis is performed on each sample using a <br /> hand-held photo ionizing detector (PID) which is calibrated daily <br /> to 50 ppm benzene using an iso-butylene standard. At each sample <br /> interval, the brass sleeve containing the soil sample with the <br /> highest PID reading is immediately preserved and labeled. <br /> Each sample is preserved by wrapping the sleeve rends with <br /> aluminum foil and then capping them with plastic caps which are <br /> secured to the sleeve with duct tape . Each sleeve is labeled <br /> with the time, date, hole number, depth, analyses to be run, site <br /> 6 <br />
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