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ARCHIVED REPORTS_XR0012757
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3500 - Local Oversight Program
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PR0545772
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ARCHIVED REPORTS_XR0012757
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Last modified
10/12/2020 10:33:55 PM
Creation date
6/9/2020 3:11:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012757
RECORD_ID
PR0545772
PE
3528
FACILITY_ID
FA0003553
FACILITY_NAME
PUNLA, ALVARO & CARMEN
STREET_NUMBER
1587
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
16503015
CURRENT_STATUS
02
SITE_LOCATION
1587 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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va <br /> sample points from this boring are depicted on Figure 4. <br /> Soil samples were collected in accordance with WaterWork's <br /> Soil Sampling protocol (Appendix IV). These samples were <br /> analyzed for one or more of the following: BTEX (EPA 8020), <br /> TPHG and TPHD (DOHS LUFT), Chlorinated hydrocarbons (EPA <br /> 8010), Semi Volatile organics and PCa's (EPA 8270), oil and. <br /> grease (EPA 503), and Metals Cd, Cr, Pb and Zn (AA). The <br /> E` laboratory results of these samples are summarized on Tables <br /> 2 and 3. The laboratory data sheets, laboratory quality <br /> 1:4 control data and chain-of-custody fo.:m for these samples are <br /> contained in Appendix VIZI. <br /> The drill cuttings were stored on an asphalt surface <br /> adjacent to the former tank pit. The boring was abandoned by <br /> " filling to the surface with neat cement. <br /> 4.0 QUALITY ASSURANCE/QUALITY CONTROL PROGRAM <br /> waterWork's Quality Assurance end Quality Control (QA/QC) <br /> Plan (Appendix IV) outlines the field and laboratory <br /> procedures followed to obtain representative data. The <br /> previously referenced monitoring and sampling protocols <br /> (Appendix IV outline additional QA/QC procedures. The field <br /> investigation was conducted under the direct supervision of <br /> Russell ,7uncal, California Registered Geologist No. 3864, <br /> and Nora H. Kataoka, California Registered Civil Engineer <br /> No. 38322. <br /> 5.0 SUBSURFACE CONDITIONS <br /> 5.1 Field Inspection_ <br /> The sails encountered during excavation and drilling <br /> operations consisted predominantly of lean clays and <br /> elastic silts, with thin intervals of poorly graded sands <br /> to 50.0 feet, the maximum depth explored. A cross sectional <br /> view (A-A' on Figure 3) of the soil stratigraphy near the <br /> waste oil tank is depicted on Figure 5. Hydrocarbon odors <br /> were noted during the diesel tank re-excavation. Slight <br /> diesel odors were noted in the excavation to a depth of 15 <br /> feet but were absent in the excavation floor (.16.0 feet) and <br /> the north and south walls. Slight product odor persisted in <br /> the soils on the west wall of the excavation. Near the waste <br /> oil tank hydrocarbon odors were reported in well boring MWl <br /> in the interval between 14 and 20 feet below grade. Field <br /> _ inspection did not record the presence of hydrocarbon vapors <br /> or visual staining of soils typically associated with <br /> _hydrocarbon.._.contamination__in angle -soil --boring-- <br /> ASBI.:__ The <br /> - <br /> only samples to register a reading on the PID were in the 8 <br /> to 20 foot interval from boring MW1. PID readings ranged <br /> from 13 to 182 porn with the highest level recorded at a <br /> depth of 12 feet. <br /> ,.. 5 <br />
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