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ARCHIVED REPORTS_XR0012424
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540773
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ARCHIVED REPORTS_XR0012424
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Last modified
7/8/2020 3:15:53 PM
Creation date
7/8/2020 3:08:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012424
RECORD_ID
PR0540773
PE
2960
FACILITY_ID
FA0023307
FACILITY_NAME
FORMER OCAMPO PROPERTY
STREET_NUMBER
821
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
821 S WILSON WAY
P_LOCATION
01
QC Status
Approved
Scanner
LSauers
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EHD - Public
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1 r <br /> 07 June 2004 <br /> AGE-NC Project No 02-0926 <br /> ' Page 10 of 1 i <br /> Ground water flow was inferred to be towards the north-northeast under a gradient of approximately <br /> 0 016 foot/foot Figure 6 illustrates the contoured ground water elevations as measured on <br /> 17 February 2004 <br /> 45 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the ground water sample collected from well monitoring well MW-3 at a <br /> concentration of 100 µg/1 1,2-DCA was detected in the ground water samples collected from wells <br /> ' MW-1 and MW-3 at concentrations of 14 µg/1 and 95 pg/l, respectively An iso-concentration map <br /> depicting the approximate distribution of dissolved TPH and 1,2-DCA is presented in Figures 7 <br /> and S,respectively No other target analytes were detected at or above laboratory detection limits in <br /> the ground water samples analyzed <br /> The hydrocarbon impact to ground water is shown in Figure 9 with an approximation of the extent <br /> of contamination The analytical results of water samples collected on 17 February 2004 are <br /> summarized in Table 4 The laboratory report(CTEL Project No CT214-0402091),QA/QC report <br /> '• and chain-of-custody form are included in Appendix G <br /> ' 5 0. SUMMARY AND CONCLUSIONS <br /> The following conclusions were drawn from the results of this investigation <br /> • Silty clays and clayey silts and clays are encountered throughout the majority of each boring <br /> to approximately 50 feet bsg Fine-grained sand with clay and silt is encountered to the <br /> ' northwest and southeast at 5 feet bsg and at 20 to 25 feet bsg in the vicinity of MW-2 More <br /> fine sand with clay and silt is encountered beyond 50 feet bsg <br /> • One or more target analytes were detected in soil samples collected from B4, B5 and B6 <br /> ' 0 The lateral extent of petroleum-hydrocarbon impacted soil is mostly defined in all directions <br /> with exception to the east,on city of Stockton property One or more of the constituents TPH- <br /> ' g, BTEX and lead were detected in samples B4-35 and B6-45 and B6-55 at very low levels <br /> The vertical extent of petroleum hydrocarbon-impacted soil Is not defined at the former UST <br /> area, though soil is defined at depth away from the UST area <br /> ' The highest concentrations of dissolved hydrocarbons detected in grab ground water samples <br /> occurred in the sample from B5, collected in the former tank area When comparing grab <br /> ground water samples with samples collected from permanent ground monitoring wells, a <br /> ' significant reduction is observed The highest concentration of dissolved hydrocarbons <br /> detected in the monitoring well ground water samples occurred in monitoring well MW-3, <br /> ' which is located up-gradient of the UST area <br /> Advanced GeoEnvironmental,Inc <br /> i 1 <br />
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