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ARCHIVED REPORTS_XR0002490
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545614
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ARCHIVED REPORTS_XR0002490
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Last modified
4/27/2020 4:18:55 PM
Creation date
4/27/2020 3:49:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002490
RECORD_ID
PR0545614
PE
3528
FACILITY_ID
FA0009531
FACILITY_NAME
UFP Thornton LLC
STREET_NUMBER
26200
STREET_NAME
NOWELL
STREET_TYPE
Rd
City
Thornton
Zip
95686
CURRENT_STATUS
02
SITE_LOCATION
26200 Nowell Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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1 <br /> September 11, 1997 Harding Lawson Associates <br /> 38737 002 <br />' Ms Diary Meays <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br /> Page 4 <br /> Groundwater samples were collected from all wells with a steam-cleaned or TSP-cleaned and deiomzed <br />' water triple-rinsed, stainless steel bailer and decanted into laboratory-prepared containers The sample <br /> containers were immediately sealed, labeled, and placed in a cooled ice-chest for transport to Chromalab <br /> Incorporated in Pleasanton, California All 40-milliliter sample containers were visually inspected to be <br /> certain that no bubbles were contained after sealing <br />' During the sampling event the casing on MW-1 was fractured, arrangements are being made to fix the <br /> well In addition based on apparent erroneous elevation data points for well MW-3 and MW-4, and on <br /> review of previously generated groundwater contour maps, top of casing elevations will be resurveyed <br /> Chenucal Analysis of Groundwater Samples <br /> During the third quarter of 1997, one water sample from each well sampled was analyzed for TPHg,by <br />' EPA Method 8015 modified, and for benzene, toluene, ethylbenzene, and total xylenes (BTEX)by EPA <br /> Method 8020 <br /> RESULTS <br />' Groundwater Flow <br /> Water,level data collected on August 7, 1997 during the third quarter indicates that the shallow <br /> groundwater beneath the site flows to the south-southwest The water levels indicated a gradient of <br /> approximately 0 00197 feet per foot Water level data are summarized in Table 2 A groundwater surface <br /> map for water levels obtained on August 7, 1997 is presented on Plate 4 Water levels for wells MW-3 and <br /> MW-4 were apparently erroneous and were not incorporated in the groundwater contour map <br />' Groundwater Analyhcal Data <br /> Laboratory results are presented in Table 1 and copies of the laboratory analytical results are included in <br /> Appendix B TPHg and BTEX were not detected in excess of the reporting limits in wells MW-1, MW-2, <br /> MW-3, MW-5, or MW-6 In well MW-4, TPHg was detected at a concentration of 0 054 mg/L,benzene <br /> was detected at a concentration of 0 068 micrograms per liter(ugIL), and total xylenes were detected at a <br />' concentration of 0 5 7 ug/L <br /> DISCUSSION <br />' In general, the analytical results indicate that dissolved petroleum hydrocarbon concentrations in the <br /> groundwater have fallen below the lowest previous levels in the period for which groundwater samples <br /> have been collected, first quarter 1988 through second quarter 1994 The benzene concentration of 0 68 <br /> ug/L is the lowest benzene concentration yet detected and is below the California Primary Maximum <br />' Contaminant Level of 10 ug/L <br /> This sampling event occurred after a period of over three years during which active remedial measures <br /> were discontinued This provides an opportunity to assess the efficacy of a potential remedial alternative, <br />' insitu bioremediation, prior to proposing remedial alternatives for the Site The three year period could <br /> be interpreted as a full-scale bench test of passive bioremediation Based on these analytical results, <br /> insitu bioremediation appears to be an effective remedial measure at this site Demonstration of the <br /> effectiveness of proposed remedial alternatives is one of the RWQCB criteria for categorization as a low <br /> risk groundwater site <br /> 1 iii <br />
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