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ARCHIVED REPORTS_XR0008736
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545857
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ARCHIVED REPORTS_XR0008736
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Last modified
10/10/2020 10:30:26 PM
Creation date
7/15/2020 3:06:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008736
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I4.6 Area Hydrology and Hydrogeology <br /> • According to BC, the San Joaquin River is the major surface drainage within the Stockton area of the San <br /> Joaquin Valley The river flows approximately 40 miles from its point of origin, in the central San <br /> Joaquin Valley to Suisun Bay Groundwater in the valley flows west, from the Sierra Nevada Mountain <br /> range, and east from the Coastal Ranges, towards the center of the valley, then north towards the Central <br /> Valley Delta area The general groundwater flow direction in the Stockton area is reportedly to the <br /> northwest, towards the Stockton Divertion Channel, and exists at approximately 50 to 100 feet bgs <br /> I Shallow groundwater is considered unconfined and has been designated as a beneficial water use unit <br /> Groundwater is used for farming and ranching (irrigation of crops and watering of farm animals), <br /> municipal and industrial water supply, and as a drinking water supply for the general public <br />' The San Joaquin River is located approximately 4 miles southwest of the site However, the nearest body <br /> of surface water, a water transportation and irrigation canal, is located approximately %Z mile northeast of <br /> I the site Within the last 10 years groundwater beneath the site has risen from approximately 80 to 50 feet <br /> bgs Based on the groundwater monitoring event conducted by ATC on November 20, 2002, the <br /> calculated groundwater hydraulic gradient and flow direction indicates a north-northeastern flow direction <br />' at a gradient of 0 003 ft/ft beneath the site <br /> 5 0 SCOPE OF WORK <br /> The additional site assessment activities performed during this phase of work included on and off-site <br /> groundwater monitor and remediation well installations The scope of work initiated at the site was in <br /> ,. accordance with the Work Plan for Additional Assessment, dated December 21, 2001, prepared by ATC <br /> The ATC work plan was approved by Mr Harlin Knoll of the San Joaquin County Public Health Services, <br /> Ireceived by ATC on May 22, 2002 A copy of this correspondence is included in Appendix A <br /> In accordance with the approved work plan, ATC performed the following work <br /> 1 Installed five groundwater monitor wells for the purpose of delineating the lateral extent of dissolved <br /> phase fuel hydrocarbons in groundwater beneath the site and site vicinity Groundwater monitor <br /> wells MW-13 through MW-15 were installed as replacement monitor wells in the proximity of MW- <br /> ' 6 through MW-8, respectively, who's well screens have all been submerged due to an increase in <br /> groundwater surface elevations in the area Groundwater monitor well MW-16 was installed as an <br /> off-site assessment well on the adjacent property to the west Groundwater monitor well MW-17 was <br /> installed as an off-site assessment well on the property east of the site across Auto Avenue The <br /> groundwater monitor wells were installed to an approximate depth of 65 feet and screened from <br /> Iapproximately 40 to 65 feet bgs <br /> 2 Installed one groundwater extraction well (EX-1) on-site for the purposes of conducting a 24-Hour <br /> constant rate discharge test The groundwater extraction well was installed to an approximate depth <br /> of 70 feet, and screened from approximately 40 to 69 5 feet <br /> i <br /> EZ 100966ASAR ipt ATG Associates Inc <br /> 11San DiegolEZ Serve11009661Reports1100966SAR001 rpt ATC Project No 43 25827 0026 <br /> I 5 <br />
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