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ARCHIVED REPORTS_XR0004581
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ARCHIVED REPORTS_XR0004581
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Last modified
3/5/2020 1:00:03 PM
Creation date
3/5/2020 11:42:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004581
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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Geofogical Techaks Inc. Page 2 <br /> Groundwater Monitoring Report <br /> Project No. 662.2 <br /> March 31,2003 <br /> L1.0 GROUNDWATER MONITORING <br /> L1.1 Hydrogeology of Site <br /> The dominant soil type in the upper 40 feet of subsurface geologic soils investigated is fine <br /> to course grained sand alternating with thinner beds of plastic clay. The average <br /> groundwater elevation on December 13, 2002 was approximately 14.50 feet above MSL, <br /> which is about 25 feet below,ground surface. <br /> Groundwater gradient was calculated for this event and the groundwater was found to flow <br />! r N770E at 0.0008 ft/ft. Groundwater elevation and gradient data are summarized in Table 1, <br /> 1.� 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 <br /> On December 13, 2002, Don Light of Del-Tech mobilized to the site to conduct a <br /> groundwater monitoring of the four monitoring wells on site. <br /> Before sampling was performed the wells were sounded for depth to water and then a clear <br /> disposable bailer 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 /> t` assembly and 1/2 inch tubing. Purging continued until the temperature, conductivity, and pH <br /> of the groundwater stabilized (<10% variation between three readings) indicating that <br /> formation water representative of aquifer conditions was entering the wells. These water <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-disposable sampling equipment was 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. <br /> L <br /> A chain of custody document, listing all samples collected, accompanied the samples from <br /> field' to laboratory, thereby providing a means to track their movement and insure their <br /> integrity. <br />
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