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ARCHIVED REPORTS XR0012752
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2900 - Site Mitigation Program
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PR0502410
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ARCHIVED REPORTS XR0012752
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Last modified
11/19/2024 10:19:10 AM
Creation date
9/4/2019 9:08:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012752
RECORD_ID
PR0502410
PE
2960
FACILITY_ID
FA0005437
FACILITY_NAME
UNOCAL BULK PLANT #0788
STREET_NUMBER
8203
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014003
CURRENT_STATUS
01
SITE_LOCATION
8203 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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REAM <br /> FINDINGS <br /> Water Supply Well Survey <br /> A water supply well survey was conducted through the California Department of Water <br /> Resources (DWR) to identify documented supply wells within a 1/2-mile radius of the fi <br /> site. Nine documented domestic and agricultural wells were identified within the area <br /> examined (Table 4, Figure 1). The closest well is approximately 400 feet southeast of <br /> the site and is used for domestic purposes. Three additional domestic wells were <br /> documented without precise Iocation by DWR;and it is not known whether any of these <br /> are within 1/2-mile of the site. <br /> f <br /> I3uring.ihe course of this tirvesti prion, an undocumented supply well was ideAtifiad an <br /> r site This yvellhas been designated WSW-1 by'PACIFIC. Site personnel identified the <br /> r t ; use of water from WSW-1 as being primarily for sanitation, and stated that`the water is <br /> riever used for human:.consumptron. Well construction details were not available for. <br /> G WSW-1. b <br /> Subsurface Conditions <br /> i <br /> The soils underlying the site are predominantly fine grained. These fines vary from silt } <br /> to clay and range in color from blue green to yellow brown. Sands were observed in <br /> each of the borings for Walls LT-1 through U-3. The sands occurred at depths ranging <br /> from approximately 17 to 25-1/2 feet below ground surface and the thicknesses of the ` <br /> sands ranged from 1-1/2 to 5 feet. Further details of the lithologies underlying the site <br /> may be found in the boring logs (Appendix A). A geologic cross section is presented as <br /> Figure 3. <br /> f <br /> Groundwater was first encountered at depths ranging from approximately 11-1/2 to <br /> 13 feet below surface during drilling, and stabilized at depths varying from 951 to , <br /> 9.84 feel during the November 11;:1990, groundwater sampling event (Table 1). The <br /> _—.direction_of_graundwater_flow was calculated to be north northwesterly at a gradient of <br /> approximately 0.006 <br /> . A groundwater contour map is presented as Figure 4. <br /> 3100101/REPORT 4 February 13,1991 ? <br />
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