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ARCHIVED REPORTS_XR0003516
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545280
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ARCHIVED REPORTS_XR0003516
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Last modified
2/3/2020 1:08:00 PM
Creation date
2/3/2020 12:00:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003516
RECORD_ID
PR0545280
PE
3526
FACILITY_ID
FA0003954
FACILITY_NAME
SJ CO PUBLIC WORKS CORP YARD*
STREET_NUMBER
1810
Direction
E
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
15518002
CURRENT_STATUS
02
SITE_LOCATION
1810 E HAZELTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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During March 1999, Tait Environmental Management (Tait) supervised the removing of UST#4, <br /> in-place abandoning of UST#8, and soil and/or groundwater sampling from two hand-auger soil <br /> borings (HA-1 and HA-2), two truck-drilled soil borings (B-3 and SB-3), and two groundwater <br /> monitoring wells (MW-1 and MW-2) The boring and well locations are shown on Figure 2, the <br /> well construction and groundwater monitoring data are summarized in Table 1, and the <br /> groundwater analytical results are summarized in Table 2 Tait documented the project results in <br /> Site Assessment Report, dated May 11, 1999 <br /> On July 13, 2000, Tait completed a water well survey for the site vicinity Tait identified rine water <br /> wells within 2,000 feet of the site, including the municipal irrigation well at Stribley Park <br /> On March 16, 2001, Tait submitted a work plan to perform an additional site assessment The <br /> proposed scope of work included drilling nine additional on-site soil borings and installing three <br /> additional on-site monitoring wells On July 16, at the request of the property owner, Ramage <br /> Environmental completed a review of Tait's work plan and submitted a revised work plan <br /> PHS/EHD approved the revised work plan on July 18, 2001 <br /> On February 7, 2002, Ramage Environmental published Monitonng Well Installation and <br /> Groundwater Monitoring Report, which documented the installation of one additional monitoring <br /> well (MW-3), which is shown on Figure 2 <br /> The depth to static groundwater across the site ranged from 45 50 feet below ground surface <br /> (bgs) in MW-3 to 46 91 feet bgs in MW-11 The corresponding groundwater surface appeared as a <br /> regular plane dipping toward the south, away from the municipal well The well construction <br /> details and groundwater monitoring data are summarized in Table 1 <br /> The groundwater samples collected from MW-2 and MW-3 contained detectable concentrations <br /> of TPH-as-gasoline, BTEX compounds and methyl tertiary butyl ether (MTBE) Monitoring well <br /> MWA was not sampled due to the presence of 0 33-feet of free product A sample collected from <br /> the pressure tank of the municipal irrigation well did not contain detectable concentrations of any <br /> of the gasoline compounds analyzed The groundwater analytical results are summarized in <br /> Table 2 <br /> Based on these conclusions, Ramage Environmental recommended that a work plan be prepared <br />' to further investigate the lateral and vertical extent of impacted soil and groundwater, and to <br /> initiate soil and groundwater remediation at the site <br /> 4 <br />
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