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ARCHIVED REPORTS_XR0004592
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ARCHIVED REPORTS_XR0004592
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Last modified
3/5/2020 12:36:04 PM
Creation date
3/5/2020 11:57:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004592
RECORD_ID
PR0507835
PE
2950
FACILITY_ID
FA0007793
FACILITY_NAME
SUPER STOP MARKET
STREET_NUMBER
290
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22309101
CURRENT_STATUS
02
SITE_LOCATION
290 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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gsokgica!Technics Inc. <br /> Page 2 <br /> Groundwater Monitoring Report <br /> " <br /> y Project No. 662.2 <br /> January 27,2004 <br /> l <br /> 1.0 GROUNDWATER MONITORING <br /> r, <br /> 1.1 Hydrogeology of Site <br /> i � I <br /> The dominant soil type:in the upper 40 feet of the subsurface geologic soils investigated is <br /> sand, fine to course grained, interbedded with thinner units of plastic clay. The average <br /> groundwater elevation on November 21, 2003 was approximately 10.21 feet above MSL, <br /> which is about 29 feetbelow ground surface. This represents a decrease of 0.32 feet since <br /> the August 20, 2003.monitoring event. This is the lowest recorded groundwater elevation in <br /> the investigation and the'water table has fallen 6.16 feet since the February 2003 monitoring <br /> event. <br /> �1 A groundwater gradient was calculated for the event and the groundwater was found to flow <br /> S75°E at 0A013 ft/ft. Groundwater elevation and gradient data are summarized in Table 1, <br /> Appendix A. Gradient, direction is shown on Figure 2: Gradient Map, and Figure 3: <br /> Groundwater Gradient Rose Diagram: <br /> 1.2 Groundwater Sampling Procedure f <br /> On November 21, 2003, Don Light of Del-Tech mobilized to the site to conduct a <br /> groundwater monitoring of the four monitoring wells on site. <br /> I <br /> Before sampling was performed the wells were sounded for depth to water and then a clear <br /> disposable bailee was used to.determine if floating product was present. The wells were <br /> purged"of at least three well volumes of stagnant water using a dedicated Waterra check-ball <br /> f assembly and '/2 inch tubing. .Purging continued until'the temperature, conductivity, and pH <br /> of the groundwater stabilized (c10% variation between three readings) indicating that <br /> formation water representative of aquifer conditions was entering the well's. These water I <br /> quality parameters were measured at intervals of each well volume purged. <br /> Once purging was complete, a water sample was collected from the Waterra tube. Care was <br /> taken to minimize sample agitation. Once the sample container was filled and capped, the <br /> bottle was inverted, tapped, and checked for headspace bubbles. The sample container was <br /> identified and labeled with a unique designation, inserted into foam holders and placed in an <br /> ice chest cooled to 4°C for transport to the laboratory. <br /> All non-di d s osable sampling,equipment was <br /> decontaminated using a hot water washer and <br /> detergent before and between uses. Disposable gloves were used by the technician to <br /> collect all samples and were changed with each sample collection. f <br /> f <br /> E <br />
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