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ARCHIVED REPORTS_XR0002766
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002766
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Last modified
2/3/2020 7:42:01 PM
Creation date
2/3/2020 10:07:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002766
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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SJGOV\sballwahn
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EHD - Public
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EXECUTIVE SUMMARY <br /> The protect objectives were to further define the impact to groundwater below the water table, <br /> and to establish a groundwater monitoring capability downgradient of the plume of impacted <br /> groundwater To achieve these objectives, cone penetration test (CPT) borings were advanced <br /> ' for discrete groundwater sampling at six on-site locations, a two-well monitoring well cluster <br /> (MW-8A and MW-813) was installed downgradient of the existing monitoring well network, and <br /> the groundwater monitoring well network was resurveyed, monitored and sampled <br /> ' Soils observed to the total drilling depth of approximately 160 feet, consisted of massive <br /> intervals of clay and silt mixtures, interrupted by saturated sandy intervals mostly present <br /> between 70 and 80 feet, 110 and 125 feet, and 140 and 160 feet bgs The sands between 110 <br /> and 125 feet were the thickest, most continuous and present over the greatest aerial extent <br /> The depth-to-groundwater beneath the site ranged from 39 20 feet bgs in MW-4 to 42 88 feet <br /> bgs in MW-7 Separate groundwater surfaces calculated using the shallow-constructed and <br /> deep-constructed wells were relatively similar, and confirmed previous north and northeast <br /> groundwater flow directions and shallow gradients No significant vertical groundwater gradient <br /> was observed <br /> MTBE and 1,2-DCA were the only gasoline compounds detected in the groundwater samples <br /> ' collected from the monitoring wells The groundwater samples collected from MW-8A and MW- <br /> 8B and from Irrigation Well#2 did not contain detectable concentrations of gasoline compounds <br /> In the deeper groundwater samples collected during the CPT investigation, only 1,2-DCA was <br /> detected, except for a questionable detection of TPH-as-gasoline <br /> MTBE in groundwater appears to be limited to the groundwater table to the northeast <br /> (downgradient) of the former UST The plume of groundwater impacted by MTBE is defined <br /> downgradient of the former UST by MW-4, MW-8A and MW-813 1,2-DCA at the groundwater <br /> table also appears to be defined downgradient of the former UST <br /> ' The 1,2-DCA below the groundwater table appears to be concentrated in the 110 to 125 foot <br /> sand interval south and west of the former UST The concentrations of 1,2-DCA in groundwater <br /> beneath the water table are relatively low (0 5 to 1 2 µg/I), but slightly above the Maximum <br /> Contaminant Level (MCL) for 1,2-DCA of 0 5 µg/l Although 1,2-DCA in groundwater beneath <br /> the water table is not completed defined to below the MCL, it does appear to be delineated <br /> vertically and laterally <br /> ' Based on these conclusions, Ramage Environmental recommends that the monitoring well <br /> network continue to be monitored and sampled on a quarterly basis to further monitor plume <br /> concentration and stability If concentrations of gasoline compounds remain stable over the next <br /> three quarters, the case should be considered for regulatory closure <br /> • 4 <br /> r <br />
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