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ARCHIVED REPORTS_XR0007276
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545898
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ARCHIVED REPORTS_XR0007276
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Last modified
7/23/2020 8:17:03 AM
Creation date
7/23/2020 8:08:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007276
RECORD_ID
PR0545898
PE
3528
FACILITY_ID
FA0005555
FACILITY_NAME
MALIK ALL TIRES WHEEL
STREET_NUMBER
2662
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11706033
CURRENT_STATUS
02
SITE_LOCATION
2662 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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l) A <br /> Mr Jeffrey Wong <br /> Page 6 of 10 <br /> • cross contamination to occur, however, due to refusal at a depth of 85 feet bgs and subsequent <br /> malfunctioning of the Simulprobeo tool boring S137 was terminated In an attempt to obtain the <br /> desired depth subsequent samples were collected with conventional groundwater sampling <br /> methods utilizing a Hydropunch° type groundwater sampler in boring SB6 Borings S136 and <br /> SB7 are twinned borings (Figure 2) After collection, the samples were transferred into pre- <br /> cooled 40-mL vials with hydrochloric acid preservative, sealed, labeled, and immediately placed <br /> in an iced cooler for transport and submittal to Argon under chain of custody protocol Analysis <br /> consisted of TPHg, BTEX, gasoline oxygenate additives, 1,2 DCA, EDB, methanol and ethanol <br /> 4.0 DECONTAMINATION PROCEDURES <br /> All downhole drilling and sampling equipment was decontaminated by steam cleaning and/or <br /> washing with laboratory-grade detergent during all drilling and sampling activities <br /> Decontamination water and soil cuttings produced was placed into properly labeled DOT <br /> approved 55 gallon drums The drums are being stored on site pending disposal options No soil <br /> cuttings were generated from either CPT or direct push drilling <br /> 5.0 RESULTS OF INVESTIGATION <br /> 5.1 Subsurface Conditions <br /> CPT and traditional AST <br /> Designation <br /> soil <br /> the soil, however, CPT data wasgused eDlusiBvely)to desocgbiegthe methods <br /> ndein the used <br /> classify <br /> units following <br /> Unit A 0 to 15 feet bgs, silt and clay <br /> Unit B 15 to 24 feet bgs, sand <br /> Unit C 24 to 32 feet bgs, clay <br /> Unit D 32 to 65 feet bgs, alternating sand and clay <br /> Unit E 65 to 77 feet bgs, sand and silt <br /> Unit F 77 to 103 feet bgs, sand <br /> Unit G 103 to 110 feet bgs, clay with minor sand interbeds <br /> Depth to groundwater was approximately 45-47 feet bgs during field activities Soil boring <br /> locations are shown on Figure 2 Soil boring logs are included in Attachment A The CPT log <br /> and raw data is included in Attachment C <br /> 5.2 Soil Analytical Results <br /> Borings MW2 and MW3 had non-detectable levels for all analytes of concern In bonng MW4, <br /> TPHg was detected at 20 feet bgs and 30 feet bgs at low levels, and benzene was not detected In <br /> boring SB6, TPHg was detected at concentrations of 27 parts per million (ppm), and 16 ppm and <br /> • benzene was detected at concentrations of 0 33 ppm and 0 02 ppm at depths of 100 and 110 feet <br /> bgs, respectively Neither TPHg nor benzene were detected at 90 feet bgs or 105 feet bgs in boring <br /> dallgrounzelliarryslwellreporl doc <br />
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