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ARCHIVED REPORTS_XR0002769
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002769
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Last modified
2/3/2020 7:26:44 PM
Creation date
2/3/2020 10:09:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002769
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 July 30 2001 Ramage Environmental monitored and sampled groundwater at the site <br /> 21 Groundwater Monitoring <br /> Depth-to-groundwater measurements were taken in six of the nine groundwater monitoring wells <br /> to evaluate groundwater flow and gradient characteristics Monitoring wells MW-1, MW-2, and <br /> MW-4 were not accessible due to temporary coverage by burial vaults Groundwater surface <br /> elevations were not calculated for the two deep sod vapor extraction wells (VW-1 and VW-2), <br /> because their wellhead elevations were moved during the installation of the former sod vapor <br /> extraction and air sparging system These wellheads will be re-surveyed during the next phase <br /> of site investigation work <br /> ' In the six wells monitored, the depth-to-groundwater beneath the site ranged from 40 14 feet <br /> below ground surface (bgs) in VW-1 to 43 46 feet bgs in MW-7 MW-7 is completed above- <br /> grade and protected with a monument casing The groundwater elevation beneath the site <br /> ranged from a high of 25 05 feet below mean sea level (MSL) to MW-3 to a low of 25 33 feet <br /> below MSL in MW-5 The cumulative 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 approximately 0 004 foot/foot in a <br /> northeasterly direction This is consistent with the historical groundwater gradient and flow <br /> direction <br /> 22 Groundwater Sampling and Analysis <br /> p g Y <br /> Groundwater was sampled from four of the seven monitoring wells (MW-3, MW-5, MW-6, and <br /> MW-7), the two deep soil vapor extraction wells (VW-1 and VW-2), and Irrigation Well#2 Each <br /> of the monitoring wells was purged of at least three well volumes using a pump and disposable <br /> tubing Following purging and recharge, groundwater samples were collected from the wells <br /> using dedicated and disposable sampling bailers Irrigation Well #2 was allowed to flow at the <br /> wellhead until the downhole pump was automatically activated A groundwater sample was <br /> collected directly at the wellhead through a sample port <br /> groundwater samples were contained in laboratory-supplied containers labeled <br /> The g p , and <br /> packed in an iced cooler for transport with chain-of-custody documentation to Kiff Analytical, LLC <br /> (Kiff) a state of California certified analytical laboratory (#2236) <br /> 5 <br />
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