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ARCHIVED REPORTS XR0001039
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3500 - Local Oversight Program
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PR0544236
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ARCHIVED REPORTS XR0001039
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Entry Properties
Last modified
3/6/2019 7:03:33 PM
Creation date
3/6/2019 4:16:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001039
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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Geologlra(Teckfucslnr Page 5 <br /> 1S'Quarter 2005 Groundwater Monitoring Report <br /> Project No 507 2 <br /> April 18, 2005 <br /> • Water table well MW-7 did not contain BTEX or TPH-G concentrations above the <br /> ' laboratory reporting limits but it did contain 4 0 µg/1 MTBE The well has interrnittently <br /> contained MTBE since its installation in May 2001 The source of this contamination <br /> may be surface infiltration from unpaved areas and from the open storm water drainage <br /> ' ditch traversing the front of the parcel <br /> • Water table well MW-10 did not contain contaminant concentrations above the laboratory <br /> reporting limits since February 2002 The well has previously contained xylene at levels <br /> ' dust above the laboratory reporting limit of 0 3 µg11 <br /> • Deep well MW-109 did not contain contaminants above the laboratory reporting limits <br /> ' for the seventh consecutive event The reduction in contaminant concentrations from the <br /> first sampling event on June 1, 2001 is noted and sufficient monitoring has been <br /> performed to conclude that it was probably a drilling artifact or the bottom of the <br /> ' groundwater plume <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 <br /> i Trend lines added to the data in Figure 4 show that as the groundwater elevation has <br /> lowered since 1999 and that the concentration of TPH-G has increased This probably <br /> indicates that concentration is directly related to groundwater level at the site <br /> ' • 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) Trend <br /> Iines added to the data in Figure 5 show that as the groundwater elevation has lowered <br /> ' since 1999 that the concentration of TPH-G has also decreased <br /> 0 Figure 6 indicates an inconsistent relationship between groundwater elevation and <br /> contaminant concentrations in well MW-6 No data is included for the December 2002 <br /> event due to the well's inaccessibility (Since MW-6 was not sampled during the 4`h <br /> quarter 2004 and 1St quarter 2005 monitoring events so Figure 6 consists of the historical <br /> data) <br /> ' • The groundwater gradient is relatively flat and the direction of groundwater flow has <br /> varied during the course of the investigation <br /> • 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 <br /> + Figure 7 is a contour map indicating the TPH-G concentrations on February 17, 2005 <br /> The groundwater plume is localized in the vicinity of the former UST The bulls-eye <br /> ' pattern to the TPH-G contour map in Figure 7 shows that the center of the plume has not <br /> 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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