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ARCHIVED REPORTS_XR0002813
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002813
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Last modified
2/3/2020 7:45:24 PM
Creation date
2/3/2020 10:29:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002813
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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2.0 GROUNDWATER MONITORING, SAMPLING AND ANALYSIS <br /> 5 <br /> On August 7, 1998, Ramage Environmental monitored and sampled groundwater at the site <br /> 2.1 Groundwater Monitoring <br /> Depth-to-groundwater measurements were taken in all seven groundwater monitoring wells and <br /> the two deep soil vapor extraction wells (VW-1 and VW-2) to evaluate groundwater flow and <br /> gradient characteristics The depth-to-groundwater beneath the site ranged from 37 44 feet <br /> below ground surface (bgs) in MW-1 to 41 30 feet bgs in MW-7 The groundwater elevation <br /> beneath the site ranged from a high of 23 01 feet below mean sea level (MSL) in VW-1 and <br /> MW-6 to a high of 23 13 feet below MSL in MW-5 Groundwater levels have risen an average of <br /> 0 77 feet since groundwater levels were last measured on May 1, 1998 In the past year, <br /> groundwater levels have risen an average of 8 52 feet Since May 1992, the groundwater levels <br /> have risen an average of 28 78 feet The historical groundwater monitoring data are <br /> summarized in Table 1 <br /> The groundwater flow direction and gradient are illustrated on the groundwater surface map <br /> (Figure 3) In general, the groundwater gradient was calculated at 0 001 foottfoot in a northerly <br /> direction This result is consistent with historical groundwater flow and gradient data <br /> 2.2 Groundwater Sampling and Analysis <br /> Groundwater from MW-6, MW-7 and the two deep soil vapor extraction wells (VW-1 and VW-2) <br /> was sampled to evaluate the concentration of gasoline hydrocarbons at the groundwater table <br /> The groundwater monitoring wells (MW-1, MW-2, MW-3, MW-4 and MW-5) were not sampled <br /> because of groundwater levels significantly above the screened interval of these wells <br /> f - <br /> Each o the four wells (MW 6, MW-7, VW-1 and VW-2) was purged of at least three well <br /> volumes using a decontaminated battery-operated pump Following purging, groundwater <br /> samples were collected from the four wells using dedicated and disposable sampling bailers <br /> The groundwater samples were contained in laboratory-supplied glassware, labeled, sealed in a <br /> Nplastic bag and packed in an iced cooler for transport under chain-of-custody documentation to <br /> Sparger Technology, Inc (Sparger) a state of California certified analytical laboratory(#1614) <br /> The laboratory analyzed the groundwater samples for Total Petroleum Hydrocarbons (TPH)-as- <br /> 2 <br /> r� <br />
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