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ARCHIVED REPORTS_XR0010983
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0010983
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Last modified
12/10/2019 1:53:59 PM
Creation date
12/10/2019 10:57:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010983
RECORD_ID
PR0545039
PE
3528
FACILITY_ID
FA0010186
FACILITY_NAME
DEL MONTE FOODS PLNT #33 - DISCO WH
STREET_NUMBER
110
Direction
N
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 N FILBERT ST
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I <br /> l <br /> i <br /> ECEIVED <br /> Quarterly Groundwater Monitoring Results JUN 171999 <br /> This report summarizes results of the quarterly groundwater monitoringEeNMW EWOU-ltIA TH <br /> { 1999 at the Disco property in Stockton, California.The results include wate MMa�@EVMtEr jj <br /> laboratory analytical results. Water level measurements and groundwater sample collection were <br /> performed by Del Tech Geotechnical Services of Oakdale,California. <br /> Field data sheets, chain-of-custody and laboratory analysis reports for this sampling event are <br /> included as attachments to this summary. Figure I shows a map of the Disco property and vicinity. <br /> The Disco property is located southeast of the intersection of Myrtle Avenue and Filbert Street in <br /> Stockton, California. <br /> ` Groundwater Elevation Data-Groundwater elevation data for the period between September 1991 <br /> and February 1999 are summarized in Table 1. Shallow groundwater elevation contours for the <br /> February 1999 sampling event are presented on Figure 1.Table 2 presents the groundwater gradient <br /> _ direction and magnitude for each quarter since July 1993.Figure 2 graphically presents the variation <br /> iin flow directions at this site since July 1993. <br /> The elevation of the top of casing to all monitoring wells at the Disco site were resurveyed in <br /> I February 1999. Groundwater elevations measured in all shallow monitoring wells were used to <br /> determine the groundwater contours and groundwater flow direction for this sampling event. <br /> Groundwater elevations measured in the nested piezometers and the deep wells (MW-DIS-7D and <br /> MW-DIS-8D)were not used to interpret the groundwater gradient because those wells are screened in <br /> .1 different stratigraphic intervals from the shallow wells. <br /> The groundwater levels have risen about 30 feet at this site since measurements began in September <br /> 1991. Groundwater flow directions were west to northwest in 1993 and 1994. Groundwater flow <br /> directions were not calculated during 1995 due to SVE system operation (Flow directions were <br /> determined in October 1995 when the system was temporarily turned off).The groundwater flow <br /> direction has.been consistently towards the southeast at a magnitude of approximately 0.001 ft/ft <br /> since October 1995. <br /> Analytical Results-Analytical results are presented in Tables 3 and 4. Table 3 presents groundwater <br /> sample analysis for TPH-gasoline and benzene,toluene,ethyl benzene, and xylenes(BTEX). Table 4 <br /> presents analytical results for MTBE and other oxygenate compounds. <br /> I ' <br /> i <br /> I , <br /> 4i XR-IEP 2.99.000 <br /> 4 , <br />
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