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ARCHIVED REPORTS XR0011234
Environmental Health - Public
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3500 - Local Oversight Program
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PR0543791
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ARCHIVED REPORTS XR0011234
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Last modified
10/1/2018 4:27:25 AM
Creation date
9/28/2018 4:30:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011234
FileName_PostFix
XR0011234
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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DISCUSSION <br /> At the time of the third quarter monitoring event, groundwater was encountered in the monitoring wells <br /> screened within the upper zone (wells screened between 46 5 and 70 feet bgs) at depths ranging from <br /> 48 48 to 50 71 feet bgs, with well MW-3 being dry Groundwater was encountered in the monitoring wells <br /> screened within the lower zone (wells screened between 94 and 115 feet bgs) at depths ranging from <br /> 49 96 to 53 95 feet bgs Groundwater elevations decreased approximately 3 20 to 3 35 feet in upper zone <br /> wells (except well MW-4, which only dropped 0 99 feet) since the May 20, 2002, monitoring event In the <br /> lower zone wells, groundwater elevations decreased 3 15 to 3 64 feet (except well MW-12, where <br /> groundwater rose 2 88 feet) <br /> The groundwater flow direction on August 27, 2002 was calculated to be towards the northeast at an <br /> average gradient of 0 0013 ft/ft in the upper zone Groundwater flow in the upper zone was initially <br /> towards the west and southwest, but since 1995, groundwater flow in the upper zone has consistently <br /> been toward the east and southeast In the lower zone, groundwater flow during the third quarter 2002 <br /> was toward the east at an average gradient of 0 04 ft/ft Groundwater flow in the lower zone has <br /> historically been toward the south and east <br /> TPHG and BTEX were detected in the samples collected from wells VEW-1, VEW-2, MW-4, MW-6, and <br /> MW-8 through MW-10 at concentrations generally consistent with historical data The highest <br /> concentrations of TPHG (160,000 pg/L) and benzene (21,000 pg/L) were detected in well MW-9 <br /> (screened in the lower zone) MTBE (1 0 pg/L) was detected in the sample collected from well MW-5 <br /> (screened in the upper zone) 1,2-DCA was detected in wells MW-2 (390 µg/L), MW-5 (5 6 pg/L), and <br /> MW-6 (2 0 pg/L), screened within the upper zone, and in wells MW-9 (780 pg/L), MW-10 (13 pg/L), <br /> MW-11 (3 2 pg/L), and MW-12 (1 7 pg/L), screened within the lower zone <br /> ATTACHMENTS <br /> • Table 1 Groundwater Elevation and Analytical Summary <br /> • Table 2 Groundwater Analytical Results for Oxygenates <br /> • Figure 1 Site Location Map <br /> • Figure 2 Groundwater Elevation Contour Map, Upper Water Bearing Zone <br /> (Third Quarter 2002) <br /> • Figure 3 Groundwater Elevation Contour Map, Lower Water Bearing Zone <br /> (Third Quarter 2002) <br /> • Figure 4 Groundwater Analytical Summary(Third Quarter 2002) <br /> • Appendix A Field Data Sheets <br /> • Appendix B Sampling and Analysis Procedures <br /> • Appendix C Certified Analytical Reports and Chain-of-Custody Documentation <br />
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