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ARCHIVED REPORTS_XR0002811
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002811
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Last modified
2/3/2020 7:30:13 PM
Creation date
2/3/2020 10:28:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002811
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 /> On February 18, 1999, Ramage Environmental monitored and sampled groundwater at the site <br /> 2,1 Groundwater Mon,tormg <br /> Depth-to-groundwater measurements were taken in six of the nine groundwater monitoring wells <br /> to evaluate groundwater flow and gradient characteristics Depth-to-groundwater measurements <br /> ' were not taken from MW-1 and the two deep soil vapor extraction wells (VW-1 and VW-2) <br /> because the surveyed elevations of these wellheads was compromised during connection to the <br /> sod vapor extraction and air sparging system <br /> The depth-to-groundwater beneath the site ranged from 35 71 feet below ground surface (bgs) <br /> in MW-4 to 39 38 feet bgs in MW-7 MW-7 is completed above-grade and protected with a <br /> monument casing The groundwater elevation beneath the site ranged from a high of 21 03 feet <br /> below mean sea level (MSL) in MW-3 to a low of 21 14 feet below MSL in MW-7 Groundwater <br /> levels have risen an average of 2 79 feet since groundwater levels were last measured on <br /> November 5, 1998 In the past year, groundwater levels have risen an average of 6 35 feet <br /> Since May 1992, the groundwater levels have risen an average of 28 17 feet The historical <br /> groundwater monitoring data are summarized in Table 1 <br /> The groundwater flow direction and gradient are illustrated on the groundwater surface map <br /> (Figure 3) The groundwater gradient was calculated at 0 001 foot/foot in a northeasterly <br /> direction This result is consistent with historical groundwater flow and gradient data <br /> 22 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 /> Each of the four wells (MW-6, MW-7, VW-1 and VW-2) was purged using a decontaminated <br /> bailer of at least three well volumes and/or until pH, temperature and electrical conductivity <br /> values had stabilized Fallowing purging, groundwater samples were collected from the four <br /> 3 <br />
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