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ARCHIVED REPORTS_XR0002988
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545250
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ARCHIVED REPORTS_XR0002988
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Last modified
1/30/2020 7:36:51 PM
Creation date
1/30/2020 4:53:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002988
RECORD_ID
PR0545250
PE
3528
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Surface Water and Well Survey <br /> C A M B R I A and CPT Investigation Report <br /> BP Oil Site No 11193 <br /> • Stockton, California <br /> December 16, 1999 <br /> Site Hydrogeology The soil beneath the site consists of silt, clayey silt and/or silty clay to <br /> 5-10 feet bgs which is underlain by silty sand/sand to the total depth explored of 35 feet bgs <br /> Beneath the northern portion of the site, a 5-foot thick clayey silt/sandy silt interval has been <br /> encountered within the silty sand/sand interval <br /> Water levels in site monitoring wells have risen 8 to 10 feet since 1992 On January 19, 1999, <br /> groundwater was encountered at 11 to 14 feet bgs and the groundwater flow direction ranged from <br /> northeasterly to southwesterly This broad range of groundwater flow directions has been shown <br /> using wells screening similar intervals and soil types during previous groundwater monitoring <br /> events Rose diagrams constructed using one average groundwater flow direction for each <br /> monitoring event would oversimplify site conditions and may not be representative of the <br /> aggregate groundwater flow direction at the site <br /> Slug tests performed on wells MW-1, MW-2 and MW-5 indicate that the hydraulic conductivity <br /> ranges from 8 68 x 10-5 to 4 48 x 10"4 centimeters per second (cm/sec) with an average of <br /> • 2 53 x 10-4 cm/sec Based on these values, the 0 007 ft/ft hydraulic gradient reported for the first <br /> quarter 1999 monitoring event, an effective porosity of 0 3, and using the appropriate unit <br /> conversions, a groundwater flow velocity of 2 1 to 11 feet per year is calculated <br /> SURFACE WATER AND WATER WELL SURVEY <br /> Surface Water Bodies Based on a review of the topographic maps produced by the United States <br /> Geological Survey for the site vicinity, an unnamed, levy-restricted slough is the only surface <br /> water body located within a 2,000 feet of the site (see Figure 1) More recent maps for the area <br /> indicate that a man-made lake is located in a residential development approximately 1,500 feet <br /> southwest of the site <br /> Water Well Survey The California Department of Water Resources (DWR) provided available <br /> Well Driller's Logs for water wells within 2,000 feet of the subject site (see Appendix B) The <br /> information provided typically includes well use, location, total depth and installation date, as well <br /> as the owner name and address The available information is summarized in Table I <br /> 5 <br />
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