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ARCHIVED REPORTS_XR0011314
Environmental Health - Public
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ARCHIVED REPORTS_XR0011314
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Last modified
1/9/2020 11:21:03 AM
Creation date
1/9/2020 11:13:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011314
RECORD_ID
PR0545145
PE
3528
FACILITY_ID
FA0003820
FACILITY_NAME
VALLEY WHOLESALE DRUG
STREET_NUMBER
1401
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13525031
CURRENT_STATUS
02
SITE_LOCATION
1401 W FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> Geologual Technics Inc. Page 4 <br /> Groundwater Monitoring Report <br /> Project No. 989.2 <br /> January 21,2002 <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX b EPA method 8020 <br /> Y ) <br /> • Gasoline range petroleum hydrocarbons (TPH-Gasoline by EPA method 8015(m)) <br /> • Fuel oxygenate suite (MTBE, DIPE, ETBE, TAME, and TBA by EPA method 8260) <br /> • 1,2-Dibromoethane and 1,2-Dichloroethane (1,2 DCA and EDB by EPA method 8260) <br /> The fuel oxygenates, 1,2 DCA and EDB samples were submitted to Entech Analytical Labs <br /> of Santa Clara, CA (DHS # 2346). <br /> ' A Chain of Custody was completed for all samples collected and tracked to ensure sample <br /> integrity. Laboratory data sheets with detection limits are included in Appendix C. <br /> ' The laboratory data was submitted electronically to GeoTracker as required under AB2886 <br /> on January 14, 2002. The confirmation number for the electronic submittal is 6161439180. <br /> ' 3.0 FINDINGS AND DISCUSSION <br /> 3.11 Hydrology of Site <br /> On December 11, 2001, the depth to groundwater was measured in all of the wells prior to <br /> purging. Depths to groundwater ranged from a high of 7.66-feet below the top of casing to <br /> a low of 9.05-feet below the top of casing. The average depth to water was 8.53-feet below <br /> ' the top of casing. The wells are screened at 5-feet bgs and groundwater surface continues to <br /> be below the tops of the screens in the 6 monitoring wells. Groundwater elevations were <br /> calculated and are summarized in Table 2 of Appendix A. <br /> Site-specific groundwater gradient was calculated using MW-1, MW-3 and MW-6, and <br /> found to be N24°W at 0.0049 ft/ft. The calculated groundwater gradient is displayed on the <br /> groundwater gradient map, Figure 3. Previous groundwater gradient calculations show a <br /> consistent bearing of north-northwest. The bearings have been measured between N05°W <br /> and N45°W and the slope averages 0.0063 ft/ft. Groundwater bearing .and slope are <br /> summarized in Table 2 of Appendix A and are plotted on a Rose Diagram, Figure 4. <br /> 3.2 Groundwater Analytical Results <br /> • Low concentrations of BTEX were present in MW-1 14, <br /> ' • Low concentrations of Xylene and Ethyl Benzene were present in MW-3. The levels <br /> have increased slightly from the September 2001 monitoring event. <br /> • Low concentrations of TPH-gasoline were present in MW-1, MW-3 and MW-4. The <br /> ' levels have increased from the September 2001 monitoring event. <br /> • • No BTEX or TPH-gasoline were found in MW-2, 5, & 6. <br />
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