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ARCHIVED REPORTS XR0008284
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3500 - Local Oversight Program
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PR0543728
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ARCHIVED REPORTS XR0008284
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Last modified
9/6/2018 9:21:41 AM
Creation date
9/6/2018 9:18:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0008284
FileName_PostFix
XR0008284
RECORD_ID
PR0543728
PE
3528
FACILITY_ID
FA0005008
FACILITY_NAME
PCI-PAINTING
STREET_NUMBER
620
Direction
N
STREET_NAME
SAN JUAN
City
STOCKTON
Zip
95203
APN
13339001
CURRENT_STATUS
02
SITE_LOCATION
620 N SAN JUAN
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
Tags
EHD - Public
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the placement of the annular seal. Monitoring well completion <br />details are shown on Figure 5. <br />Following well installation each monitoring well was developed <br />using a pneumatic pump. Stabilization of electric conductivity, <br />pH, and temperature was measured to ensure that samples collected <br />were representative of formation water. Prior to well development <br />depth to water was measured to determine gradient direction and <br />rate of movement (Figure 6). Using the monitoring wells that were <br />drilled on site during this investigation, the groundwater gradient <br />is in a east -southeasterly direction at 0.002 feet/feet. Table 1 <br />summarizes depth to water and monitoring well elevations. The <br />development water will remain on-site, in secured 55 gallon drums <br />until laboratory results are received. <br />Tab.' <br />Le 1. Groundwater Elevation <br />and Depth to Water, <br />March 28, 15 <br />DATE WELL I D. <br />DEPTH TO WATER {FT } <br />ELEVATION* <br />03/28/91 CPMW-1 <br />4 925 <br />1 075 <br />CPMW-2 <br />4 715 <br />1 285 <br />CPMW-3 <br />4 815 <br />1 185 <br />* Based upon Assumed Datum of 6 feet from west Stockton <br />7 5 min Quadrangle Map <br />191. <br />Groundwater samples were collected using a sterile Teflon bailer, <br />labeled and transported to the laboratory under strict chain -of - <br />custody procedures. Samples were analyzed by state -certified <br />Applied Analytical Environmental Laboratories. <br />5.0 LABORATORY ANALYSIS - SOIL <br />During drilling of the monitoring wells soil samples were collected <br />at 10.5 feet below grade, the soil/groundwater interface, for <br />laboratory analysis. Soil samples were collected at five feet <br />below grade in the former tank pit borings. Soil samples were <br />analyzed for benzene, toluene, ethylbenzene, and total xylenes <br />(BTEX) using EPA method 8020, TPHG and TPHD using modified EPA <br />method 8015, total lead using EPA method 7420, and total soluble <br />lead using EPA methods 1310/3010/7420. <br />According to laboratory analyses, benzene, TPHG and TPHD <br />concentrations were below method detection limits in the soils of <br />wells CPMW1, CPMW2, CPMW3, and boring CPSB2. Petroleum <br />hydrocarbons were detected only in boring CPSB1, the former diesel <br />tank pit area. Because total lead was detected above state action <br />levels, the soil of CPMW2, CPMW3, and CPSB1 were also analyzed for <br />total soluble lead. Total soluble lead levels were below state <br />action levels for all analyzed samples. A summary of laboratory <br />analyses is presented in Table 2 and laboratory reports with chain - <br />of -custody documents are presented in Appendix III. <br />Corrigan Property - 381 3 <br />R0691 TLP <br />
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