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ARCHIVED REPORTS_XR0002773
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002773
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Last modified
2/3/2020 7:53:47 PM
Creation date
2/3/2020 10:10:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002773
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 /> • <br /> ' On November 9, 2000, Ramage Environmental monitored and sampled groundwater at the site <br /> 21 Groundwater Monitoring <br /> Depth-to-groundwater measurements were taken in six groundwater monitoring wells (MW-2, <br /> ' MW-3, MW-4, MW-5, MW-6 and MW-7)to evaluate groundwater flow and gradient <br /> characteristics Depth-to-groundwater measurements were not taken from MW-1 and the two <br /> deep soil vapor extraction wells (VW-1 and VW-2), because their wellhead elevations were <br /> moved during the installation of the soil vapor extraction and air sparging system <br /> ' In the six wells monitored, the depth-to-groundwater beneath the site ranged from 38 23 feet <br /> below ground surface (bgs) in MW-4 to 41 91 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 23 48 feet below mean sea level (MSL) in MW-2 to a low of 23 79 feet <br /> below MSL in MW-7 Groundwater levels dropped an average of 1 08 feet, since groundwater <br /> levels were last measured on August 24, 2000 Since May 1992, the groundwater levels have <br /> risen approximately 28 2 feet The current and 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) The groundwater gradient was calculated at 0 0041 foottfoot in a northeasterly <br /> direction This is consistent with the historical groundwater gradient and flow direction <br /> 2.2 Groundwater Sampling and Analysis <br /> Groundwater from all seven monitoring wells (MW-1 through MW-7), Irrigation Well#2, and the <br /> two deep soil vapor extraction wells (VW-1 and VW-2) was sampled Each of the monitoring <br /> ' wells was purged of at least three well volumes using a pump and disposable tubing Following <br /> purging and recharge, groundwater samples were collected from the wells using dedicated and <br /> disposable sampling bailers Irrigation Well#2 was allowed to flow at the wellhead until the <br /> ' downhole pump was automatically activated A groundwater sample was collected directly at <br /> the wellhead through a sample port The groundwater samples were contained in laboratory- <br /> supplied containers, labeled, and packed in an iced cooler for transport with chain-of-custody <br /> documentation to Kiff Analytical, LLC (Kiff) a state of California certified analytical laboratory <br /> (#2236) <br /> ' S <br />
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