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ARCHIVED REPORTS_XR0005232
EnvironmentalHealth
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PR0545496
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ARCHIVED REPORTS_XR0005232
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Last modified
9/24/2020 12:54:09 AM
Creation date
3/10/2020 8:45:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005232
RECORD_ID
PR0545496
PE
2957
FACILITY_ID
FA0003564
FACILITY_NAME
BLUE STAR
STREET_NUMBER
4040
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15727503
CURRENT_STATUS
02
SITE_LOCATION
4040 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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,r 05 May 2004 <br /> AGE-NC Project No. 01-0886 <br /> Page 3 of 6 <br /> 3.1. SOIL BORING ACTIVITIES <br /> r. <br /> Probe borings B-1 through B-3 were advanced utilizing a truck-mounted Geoprobe 5400 equipped <br /> with 1.125-inch diameterprobe rods using"direct push"technology.Probe boring B-1 was advanced <br /> vertically to a depth of 70 feet below surface grade(bsg)in the center of the former UST excavation, <br /> B-2 and B-3 were advanced vertically to a depth of 75 feet bsg south and north of the former UST <br /> excavation, respectively, to obtain soil and grab ground water samples. <br /> av <br /> 3.1.1. Soil Sample Collection <br /> +V <br /> Soil samples were collected at 5-foot intervals, beginning at 10 feet bsg, to total depth of each <br /> boring.Each sample was collected utilizing a 1.125" Geoprobe soil sampling assembly loaded with <br /> '- four six-inch brass sleeves. After collection,the ends of the second brass sleeve were covered with <br /> Teflon sheets,capped and sealed with tape. Each sample sleeve was labeled with soil probe boring <br /> location, depth, time, date and sampler's initials and then placed in a chilled container. <br /> 3.1.2. Ground Water Sample Collection <br /> Grab ground water samples were collected from probe borings B-1 through B-3. Grab ground water <br /> samples were collected utilizing a Geoprobe water sampling assembly fitted with a pre-cleaned one- <br /> inch diameter 0.01-inch 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 section. Each ground water sample was transferred into three laboratory-supplied,40-m1 <br /> volatile organic analysis (VOA) vials containing 0.5 ml hydrochloric acid (18%) as sample L/4, 6� <br /> preservative and one laboratory-supplied 1 liter amber bottle without a e err collection,the Sf I <br /> samples were properly labeled,placed in a chilled container and transported under chain-of-custody <br /> to Cal Tech Environmental Laboratories(CTEL)a California Department of Health Services(DHS)- <br /> certified laboratory. <br /> Lo <br /> 3.1.3. Equipment Decontamination <br /> L. <br /> Prior to sample collection, Geoprobe soil sampling equipment was thoroughly rinsed with clean <br /> water after being washed with a solution of Alconox. Geoprobe rods were thoroughly cleaned prior <br /> to soil probe boring advancement. <br /> La <br /> V+ Advanced GeoEnvironmental,Inc. <br />
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