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ARCHIVED REPORTS_XR0002803
Environmental Health - Public
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ARCHIVED REPORTS_XR0002803
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Last modified
2/3/2020 7:57:15 PM
Creation date
2/3/2020 10:24:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002803
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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3.0 RESULTS OF THE INVESTIGATION <br /> 31 Geology and Hydrogeology <br /> Based on the CPT soundings, subsurface soils to a depth of 125 feet consist of massive intervals <br /> of fine-grained silt and clay mixtures, interrupted by thin (i e , up to five-foot thick), groundwater- <br /> bearing, coarser-grained intervals Groundwater-bearing intervals were identified at approximately <br /> 45, 75, 90, and 125 feet bgs The interval at 125 feet appears to consist of gravelly sand of <br /> undetermined thickness A soil boring log is included in the CPT report (Appendix D) <br /> On August 24, 2000, the static depth to the groundwater table, as measured in the nine <br /> groundwater monitoring wells, ranged from 37 12 feet bgs in MW-4 to 40 79 feet bgs in MW-7 <br /> MW-7 is completed above-grade and protected with a monument casing <br /> To incorporate MW-1, VW-1, and VW-2 into the soil vapor extraction and air sparging systems, <br /> ENSR previously modified the wellheads and compromised the survey In the other monitoring <br /> wells, the groundwater elevation ranged from a high of 22 38 feet below mean sea level (MSL) in <br /> MW-2 to a low of 22 67 feet below MSL in MW-5 Groundwater levels have dropped an average of <br /> 3 28 feet, since groundwater levels were last measured on May 19, 2000 In the past year, <br /> groundwater levels have dropped an average of 0 52 feet Since May 1992, the groundwater levels <br /> have risen approximately 29 29 feet The cumulative groundwater monitoring data are summarized <br /> in Table 4 <br /> The groundwater flow direction and gradient are illustrated on the groundwater surface map (Figure <br /> 6) The groundwater gradient was calculated at 0 0022 foottfoot in a northeasterly direction This is <br /> consistent with the prevailing historical groundwater gradient and flow direction <br /> 32 Analytical Results <br /> iOnly three of the ten soil samples collected from beneath the former UST contained detectable <br /> concentrations of gasoline constituent compounds The sample collected at 10 feet contained 560 <br /> milligrams per kilogram (mg/kg) of TPH-as-gasoline and 0 1 mg/kg of MTBE The sample collected <br /> at 20 feet only contained 4 5 mg/kg of TPH-as-gasoline, and the sample collected at 40 feet only <br /> contained 00087 mg/kg of MTBE The soil samples collected at 30, 50, 60, 70, 80, 90, and 100 <br /> feet did not contain detectable concentrations of any of the compounds analyzed These soil <br /> sample results are summarized in Table 2 and the laboratory report and chain-of-custody are <br /> included in Appendix E <br /> 9 <br />
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