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ARCHIVED REPORTS_XR0010416
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545067
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ARCHIVED REPORTS_XR0010416
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Last modified
12/12/2019 10:23:13 AM
Creation date
12/12/2019 9:38:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010416
RECORD_ID
PR0545067
PE
3526
FACILITY_ID
FA0005019
FACILITY_NAME
BANNER ISLAND BALLPARK
STREET_NUMBER
404
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13741017
CURRENT_STATUS
02
SITE_LOCATION
404 W FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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404 WEST FREMONT STREET <br /> ` { WKA No 1628 02 <br /> September 2, 1994 <br /> Page 5 <br /> Hydrogeologic Setting <br />' The 1966 California Division of Mmes and Geology Geologic Map of California, San Jose Sheet <br /> shows the site to be underlain by Quaternary Basin Deposits These deposits consist primarily of <br /> "semi-consolidated gravels, sands and silts" that are the remnants of older alluvial terraces and <br /> 1 r dissected alluvial fans The thickness of the Quaternary Basin Deposits is variable but is likely to <br /> be over one hundred feet thick beneath the site The soils observed during the tank removal and <br /> subsequent site investigations were brown and gray sands and silts <br />' The site lies within the San Joaquin Valley Ground Water Basin (California Department of Water <br /> Resources, 1986) The upper ground water table is unconfined and approximately 25 feet below <br /> 1 { grade, based on the Spring, 1990 Ground Water Elevation Contour Map published by San <br /> i <br /> Joaquin FIood Control and Water Conservation District The regional ground water flow <br /> direction is reported to be easterly, ground water depths have been observed to fluctuate between <br /> 16 to 27 feet below grade <br /> FIELD INVESTIGATION <br /> To evaluate the extent of gasoline observed in soil and ground water beneath the site, two soil <br />' [ borings (MW5 and MW6) were drilled on the site at the locations shown on Plate 2 The <br /> l borings were drilled to a depth of 40 feet using a Mobile B61 drill rig provided by Westex <br />' Drilling and subsequently converted into four-inch diameter monitoring wells <br />' A total of six soil boring samples and six ground water samples were collected from the new <br /> wells and the existing wells MW2 through MW4 The samples were analyzed for TPH-g, using <br /> modified EPA method 8015 and BTEX, using EPA method 8020 Soil boring logs and well <br /> construction diagrams for wells MW5 and MW6 are provided on Plates 3 and 4, a detailed <br /> description of drilling, sampling and well construction procedures is contained in Appendix A <br /> L <br /> WALLACE•KUHL <br /> + Rcc cicdpap,r &ASSOCIATES INC <br />
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