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ARCHIVED REPORTS_XR0002803
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002803
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Last modified
2/3/2020 7:57:15 PM
Creation date
2/3/2020 10:24:39 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002803
RECORD_ID
PR0545262
PE
3528
FACILITY_ID
FA0009940
FACILITY_NAME
SAN JOAQUIN CATHOLIC CEMETERY
STREET_NUMBER
719
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12720002
CURRENT_STATUS
02
SITE_LOCATION
719 E HARDING WAY
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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EXECUTIVE SUMMARY <br /> The objectives of the project scope of work were to survey any possible sensitive receptors in <br /> the site vicinity, evaluate the effectiveness of the remediation system, and to monitor the plume <br /> of impacted groundwater To achieve these objectives, Ramage Environmental conducted a <br /> sensitive receptor survey, supervised the drilling of confirmation soil borings, and monitored and <br /> sampled the groundwater monitoring well network <br /> According to available records, three property parcels within 2,000-feet of the site have <br /> operating water wells These properties include the San Joaquin Catholic Cemetery (site), St <br /> Joseph's Hospital, and a residential dwelling at 1821 North Hunter Street The nearest hospital <br /> ' to the site is the St Joseph's Hospital approximately 500 feet to the west, and the nearest <br /> school is the Commodore Stockton Skills School approximately 1,500 feet southwest of the site <br /> There are no significant surface water bodies within the site vicinity <br /> ' To confirm the effectiveness of remediation efforts, soil samples were collected every 10 feet to <br /> a total depth of 100 feet directly beneath the former USTs The soil sample results indicate that <br /> except for 560 mg/kg of TPH-as-gasoline in soil at a depth of approximately 10 feet bgs, the <br /> vadose zone was almost completely remediated <br /> To delineate the vertical extent of impacted groundwater, discrete groundwater samples were <br /> collected at 75, 90, and 125 feet bgs from soil borings located approximately 20 fleet northeast <br /> (downgradient) of the former USTs The discrete groundwater sample results indicate that the <br /> vertical extent of impacted groundwater is mostly delineated Concentrations of MTBE decline <br /> significantly with depth and are not present in the 125-foot groundwater-bearing interval Only <br /> 1,2-DCA was detected in the 125-foot groundwater sample, at a concentration of 0 5 µg11 <br /> ' In the groundwater well samples, concentrations of gasoline hydrocarbons continued to decline <br /> The highest concentration of TPH-as-gasoline was detected in VW-2D at 90 µg11 The highest <br /> concentration of MTBE was detected in MW-3 at a 100 µg11 <br /> In the downgradient deeper wells(MW-4 and MW-5), MTBE was detected for the first time For <br /> the second consecutive quarter, MTBE and 1,2-DCA were detected in downgradient well MW-7 <br /> As such, the lateral extent of MTBE in groundwater is no longer defined in the downgradient <br /> direction <br /> Based on these conclusions, Ramage Environmental recommends the following course of <br /> environmental corrective action <br /> 1 Continue quarterly groundwater monitoring, sampling and analysis <br /> ' 2 Meet with RWQCB staff to determine a strategy to pursue regulatory closure <br /> 1 <br />
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