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ARCHIVED REPORTS XR0001043
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3500 - Local Oversight Program
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PR0544236
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ARCHIVED REPORTS XR0001043
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Entry Properties
Last modified
3/6/2019 8:48:53 PM
Creation date
3/6/2019 4:18:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001043
RECORD_ID
PR0544236
PE
3526
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
02
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Geolo Out rec/utles Etc Page 5 <br /> g g <br /> 2nd Quarter 2004 Groundwater Monitoring Report <br /> Project No 507 2 <br /> August 30,2004 <br /> ' 0 Figure 4 illustrates the relationship between groundwater elevation and TPH-G <br /> concentrations in well MW-9 (located in the core of the plume) An inverse trend was <br /> consistent for the first four monitoring events, and then it was parallel between March <br /> 2001 and December 2002, but since has had a variable relationship The effects of the <br /> infection pilot test can be seen as the concentrations have dropped precipitously since the <br /> ' first infection on March 19, 2004 <br /> • Trend lines added to the data in Figure 4 show that as the groundwater elevation has <br /> ' lowered since 1999 that the concentration of TPH-G has increased This suggests that <br /> concentration is directly related to groundwater level at the site <br /> O Figure 5 illustrates the relationship between groundwater elevation and TPH-G <br /> ' concentrations in well MW-5 (located up/cross gradient of the core of the plume) An <br /> inverse trend was consistent for the first four monitoring events, and then it was parallel <br /> between March 2001 and December 2002, but has since returned to an inverse <br /> ' relationship <br /> ® Figure 6 indicates an inconsistent relationship between groundwater elevation and <br /> contaminant concentrations in well MW-6 The slope increases for this event and it is <br /> ' probable that the chemical infections in March have not influenced this well No data is <br /> included for the December 2002 event due to the well's inaccessibility <br /> m Figures 4, 5, & 6 illustrate that the concentrations of TPH-G increase as the water table <br /> decreases, suggesting that the plume is stable and not being degraded by natural <br /> biodegradation causes It also suggests that the vadose zone soils contain abundant <br /> ' mobile phase petroleum product <br /> o The groundwater gradient is relatively flat and the direction of groundwater flow has <br /> varied during the course of the investigation <br /> ' a Oxidation-Reduction Potential (ORP) and Dissolved Oxygen (DO) were measured (Table <br /> 4) and the results suggest that all eleven wells sampled are either in the core of the <br /> contamination plume or are immediately down gradient from the plume and within the <br /> ' halo of reaction depleted water caused by biodegradation of the contaminants Well <br /> MW-9 has an anomalously high ORP & DO values for being in the center of the plume, <br /> probably due to the effects of the infection pilot test <br /> ' • Figure 7 is a contour map indicating the TPH-G concentrations on June 4, 2004 The <br /> groundwater plume is localized in the vicinity of the former UST excavation The bulls- <br /> eye pattern to the TPH-G contour map in Figure 7 shows that the center of the plume has <br /> ' not moved from its source and suggests that contaminant migration may be occurring <br /> primarily by diffusion with a slight influence by advection <br />
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