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ARCHIVED REPORTS_XR0007278
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0007278
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Last modified
7/23/2020 8:16:47 AM
Creation date
7/23/2020 8:09:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007278
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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si �Y <br /> Mr Jeffrey Wong <br /> Page 3 of 7 <br /> San Joaquin County Public Health Services, Environmental Health Division (PHS/EHD) in a letter <br /> dated August 16, 1999 directed the responsible party to conduct a subsurface investigation Ground <br /> Zero prepared a workplan dated October 13, 1999 on behalf of the Ferraiolos and submitted the <br /> report to PHS/EHD for approval PHS/EHD approved on November 30, 1999 <br /> 2.3 Investigations Undertaken <br /> In accordance with the approved workplan, soil bonngs were advanced at the subject site to <br /> investigate the lateral and vertical extent of residual soil contamination, as well as the potential <br /> impact to groundwater Due to evidence of impact within the saturated zone, PHS/EHD directed <br /> the installation of a monitoring well Subsequently, boring SB 1 was converted into a groundwater <br /> monitoring well Soil boring and monitoring well locations are depicted on Figure 3 <br /> 3.0 INVESTIGATIVE PROCEDURES <br /> 3.1 Drilling and Sampling <br /> On February 22 and 23, 2000 eight borings were advanced at the site to investigate the extent of <br /> contamination <br /> Spectrum Exploration advanced the borings under the supervision of field geologist Sean Garvey <br /> and project manager Gregory Stahl, a California Registered Geologist Mr Jeffery Wong <br /> PHS/EHD conducted the site inspection and observed field activities <br /> Boring SB 1 was advanced to a depth of approximately 80 feet below ground surface (bgs) in the <br /> vicinity of the former tank pit, and converted into groundwater monitoring well MW 1 Boring <br /> SB2 was advanced approximately 9 feet north-northeast of MW1 to a depth of approximately 30 <br /> feet bgs Boring SB3 was initially advanced approximately 15 feet north of MW1, however, due <br /> to apparent hydrocarbon odors at this location, three subsequent steps outs were drilled Apparent <br /> hydrocarbons odors were noted at each The final location of SB3 was approximately 45 feet south <br /> west of MW1 SB4 was advanced approximately 31 feet south southwest of MW1, and boring <br /> SB5 was advanced approximately 35 feet east of MW 1 Boring logs and well construction details <br /> are included in Attachment A <br /> Soil samples were collected at 5-foot intervals using an 18-inch long core sampler lined with new <br /> 2-inch diameter brass sleeves, affording soil identification and subjective evaluation for <br /> contamination A flame ionization detector (FID) was used to monitor the presence of volatile <br /> organic compounds in the soil Due to a malfunctioning of the FID on the second day of drilling <br /> screening of soil samples for contamination on that day was solely by olfactory and visual <br /> indications After collection, the samples were sealed, labeled, and immediately placed in an <br /> iced cooler and transported to Argon under chain of custody protocol Soil sample selection was <br /> based on field observations and screening results <br /> Groundwater was first found in boring SB 1 at a depth of approximately 50 feet bgs Subsequent <br /> measurements indicated that the water level had apparently stabilized <br /> datalgrounze\ha ryslsumrpt doe <br />
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