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ARCHIVED REPORTS_XR0007990
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545872
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ARCHIVED REPORTS_XR0007990
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Last modified
7/21/2020 4:14:43 PM
Creation date
7/21/2020 4:10:10 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007990
RECORD_ID
PR0545872
PE
3528
FACILITY_ID
FA0025947
FACILITY_NAME
JAYS MINI MART
STREET_NUMBER
3302
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11705037
CURRENT_STATUS
02
SITE_LOCATION
3302 N WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Ski <br /> Y <br /> `also analyzed for total lead by EPA Method 7420 The analytical results for soil samples are <br /> summarized in Table 1 Laboratory data sheets and chain-of-custody documentation are included <br /> in Appendix B <br /> L. Groundwater Monitoring Well Construction <br /> Soil borings MW1, MW2, and MW3 were completed as groundwater monitoring wells to assess <br /> potential hydrocarbon impact to groundwater beneath the site and to provide measurement points <br /> ' for the determination of groundwater flow direction and hydraulic gradient The wells were <br /> surveyed to NAD83 and NGVD29 benchmarks for position and elevation Survey results are <br /> summarized in Table 2 and referenced in Table 3 The surveyors report is contained in Appendix <br /> ' C <br /> Each well was constructed with 2-inch PVC casing to depths of approximately 65 feet bgs The <br /> screened interval of each well was positioned from approximately 5 feet above to 15 feet below <br /> the encountered water table to allow for seasonal water level fluctuations The screen slot size is <br /> 0 010-inch and the wells were surge blocked to ensure an adequate sand pack was in place Well <br /> construction details are depicted on the boring/well logs contained in Appendix A <br /> 2_4 Monitoring Well Develo ment <br /> Groundwater monitoring wells MW1, MW2, and MW3 were developed on January 15, 2004 <br />' Each well was purged until the extracted water was relatively sediment free Development logs <br /> are included in Appendix D Purgewater was temporarily stored on site in 55-gallon drums <br /> pending proper disposal <br />' 2_5 Groundwater Sampling and Analyses <br />' On January 15, 2004, groundwater samples were collected from wells MW1, MW2, and MW3 <br /> Prior to purging and sampling, fluid levels in the wells were measured on January 15, 2004, <br /> utilizing an electronic water probe capable of measuring with an accuracy of 1/100 of a foot <br />' Groundwater elevation data are presented in Table 3 The samples were collected after purging a <br /> minimum of three well volumes and stabilization of electric conductivity, pH, and temperature <br /> Field purge logs are presented in Appendix D Subsequent to purging, groundwater was sampled <br />' and transferred to appropriate sample containers, using clean, disposable bailers with bottom <br /> emptying devices to reduce volatilization <br />' Groundwater samples were placed on ice and delivered under chain-of-custody documentation to <br /> Argon Laboratories for chemical analysis Groundwater samples were analyzed for TPHg and <br /> TPHd by EPA Method 801513, BTEX by EPA Method 8021B, and MTBE, TAME, TBA, ETBE, <br />' DIPE, 1,2-DCA, and EDB by EPA Method 8260 The analytical results for groundwater samples <br /> . are summarized in Table 4 Laboratory data sheets and chain-of-custody documentation are <br /> included in Appendix E <br /> w 126874Veports`sum doc 3 <br />
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