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ARCHIVED REPORTS_XR0011300
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545145
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ARCHIVED REPORTS_XR0011300
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Last modified
1/9/2020 11:28:46 AM
Creation date
1/9/2020 11:07:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011300
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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C'mtogical reckaics Inc. Page 3 <br /> Groundwater Monitoring Report <br /> Project No. 989.2 <br /> July 29,2002 <br /> I <br /> 1.2 Laboratory Analyses <br /> ' The groundwater samples collected on June 18, 2002, were delivered to Sherwood Labs <br /> (Department of Health Services Certification No. 1400), of Hilmar, California, for the <br /> following analyses: <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX by EPA method 8020) <br /> • Gasoline range petroleum hydrocarbons (TPH-Gasoline by EPA method 8015(m)) <br /> • Fuel oxygenate suite (MTBE, DIPS, ETBE, TAME, and TBA by EPA method 8260) <br /> • 1,2-Dibromoethane and 1,2-Di chloro ethane (1,2 DCA and EDB by EPA method 8260) <br /> ' The fuel oxygenates samples, 1,2 DCA and EDB, were submitted by Sherwood Labs to <br /> Entech Analytical Labs of Santa Clara, California(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 /> ' On July 5, 2002, the laboratory data were submitted electronically to GeoTracker as <br /> required under AB2886. The confirmation number for the electronic submittal is <br /> 8898623287. <br /> ' 2.0 FINDINGS AND DISCUSSION <br /> 2.1 hydrology of Site <br /> On June 18, 2002, the depth to groundwater was measured in all of the wells prior to <br /> purging. Depths to groundwater ranged from a high of 7.40 feet below the top of casing to <br /> a low of 8.65 feet below the top of casing. The average depth to water was 8.16 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 six monitoring wells. <br /> 1 <br /> Site-specific groundwater gradient was calculated using MW-1, MW-3 and MW-6, and <br /> found to be N16°W at 0.0054 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 0.0062 ft/ft. Groundwater bearing and slope are <br /> summarized in Table 1 of Appendix A and are plotted on a Rose Diagram, Figure 4. <br />
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