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ARCHIVED REPORTS XR0007252
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544809
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ARCHIVED REPORTS XR0007252
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Last modified
9/5/2019 11:50:23 AM
Creation date
9/5/2019 11:37:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007252
RECORD_ID
PR0544809
PE
3526
FACILITY_ID
FA0004030
FACILITY_NAME
THREE PALMS GROCERY
STREET_NUMBER
6732
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10110001
CURRENT_STATUS
02
SITE_LOCATION
6732 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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A S S O C I A T E S I M C <br /> FI ElLHD UWESTTGATION <br /> To assess current subsurface conditions at the site, two soil borings were advanced to a depth of <br /> approximately 86 5 feet below ground surface (bgs) All field activities were performed in <br /> accordance with ATC Associates' Workplan for Subsurface Investigation at 6732 East Highway <br /> 88, Stockton, California, dated April 8, 1998 and subsequent work plan addendum dated April <br /> 16, 1998 The workplan was approved by San Joaquin County Public Health Services <br /> Environmental Health Division (PHS/EHD) on April 20, 1998 <br /> Each boring was advanced until three consecutive soil samples contained no obvious physical <br /> evidence (odor, PID readings, etc) of petroleum hydrocarbons The total depth that was <br /> explored was approximately 86 5 feet bgs during this phase of the investigation <br /> One soil boring was advanced through the excavation area of the former 1,000-gallon UST, <br /> identified as Tank #3, near the approximate location where the 1986 soil sample was collected <br /> The second soil boring was placed between the former waste oil UST, identified as Tank #4, and <br /> the unleaded gasoline UST, identified as Tank#1 The boring locations are shown on Figure 2 <br /> • Soil Sample Collection <br /> On June 18, 1998, an ATC geologist supervised the advancement of two soil borings to 86 5 feet <br /> bgs A site plan showing the soil boring locations is included as Figure 2 Drilling was conducted <br /> by V&W Drilling (State C57 license no 720904) utilizing a hollow stem auger drill rig A field <br /> geologist logged all drill cuttings and cored soil samples utilizing the Unified Soil Classification <br /> System Cored soil samples were collected at five-foot intervals using a 2-inch diameter split- <br /> spoon sampler containing three brass tubes The cored samples and drill cuttings were <br /> characterized for soil type, moisture content, and visual evidence of petroleum contamination <br /> Descriptions of soil types encountered and sample collection intervals are presented on the bonng <br /> log contained in Attachment 1 <br /> Each soil sample was field screened with a Photoiomzation Detector (PID) for the presence of <br /> volatile organic compounds The measured PID readings ranged from 1,178 parts per million <br /> (ppm) at 25 5 feet bgs to 2 5 ppm at 5 5 bgs in soil boring SB 1 PID readings from soil samples <br /> collected from soil boring SB2 ranged 825 ppm at 15 5 feet bgs to 4 ppm at 5 5 feet bgs Upon <br /> retrieval, cored soil samples were immediately sealed in brass sample tubes at each end using <br /> Teflon tape and plastic end caps, labeled, and placed on ice Selected soil samples were kept on <br /> ice and delivered under chain-of-custody documentation to State-certified Sequoia Analytical <br /> laboratory (FLAP No 1210) for chemical analysis PID readings are presented on boring logs in <br /> Attachment 1 <br /> Field observations (i a PID measurements, odor, and discoloration) indicate petroleum <br /> hydrocarbons were generally limited to the upper 45 feet in SB 1 and upper 60 feet in SB2 <br /> w 11488SVepoAslsum dw 2 <br />
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