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ARCHIVED REPORTS_XR0005466
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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19256
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2900 - Site Mitigation Program
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PR0540323
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ARCHIVED REPORTS_XR0005466
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Entry Properties
Last modified
11/19/2024 1:50:28 PM
Creation date
4/8/2020 2:58:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005466
RECORD_ID
PR0540323
PE
2950
FACILITY_ID
FA0023049
FACILITY_NAME
TELFER HIGHWAY TECHNOLOGIES
STREET_NUMBER
19256
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
19256 N HWY 99
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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' December 2003 and the suspect 0 58 mg/Itr in March 2004, they have again <br /> decreased Contamination levels in this well were 0 1 during this quarterly <br />' sampling (December 17, 2005) <br /> In an effort to establish a "clean line" further out from the source, CPT bonngs were <br /> carried out in November 2003 followed by a second round and later a third On May <br /> 28, 2004, nine new holes were pushed using a CPT rig to ground water to <br /> ' sample outlying groundwater to determine if the new sampling points were <br /> beyond the underground hydrocarbon plume Results vaned between <0 062 <br /> mg/Itr and 0 150 mg/ltr at the westernmost point 55 FT north of MW 3 On .tune <br /> ' 29, 2005, ten new holes were pushed using a CPT rig to ground water to sample <br /> outlying groundwater to determine if the new sampling points were beyond the <br /> underground hydrocarbon plume Results varied between 0 060 mg/Itr and 0 140 <br /> ' mg/Itr at the easternmost point (HP 25) 350 FT east northeast of MW 6 The <br /> 0 140 mg/Itr finding in HP25 does not fit the 0 050-0 100 mg/Itr range of the other <br /> 28 hydropunch samples <br /> ' The potential of any threat to neighboring wells drove a well survey of <br /> surrounding wells Department of Water Resources information is presented in <br /> ' this report for those wells down gradient and within 2,000 FT from the WOS site's <br /> source assumed to be near MW No 1 <br /> ' • Groundwater contamination between 50 to 55 FT bgs exists off the site A ND <br /> defining the leading edge was not found Excepting HP 25, noted above, most <br /> recent HP borings located further out from the source were less than 0 100 <br /> mg/Itr The original underground storage tanks (USTs) suspected source has <br /> been removed The closest operating offsite down gradient well is at least 600 <br /> FT away Residual shallow soil contamination, possibly contributing to the <br /> ground water contamination has been identified and removal of a portion not <br /> covered by structures may be anticipated <br /> ' Removal of shallow contaminated soil was proposed in the 12 August 2004 work <br /> plan for Fall 2004 However, upon discussion with your agency WOS agreed to <br /> further characterization in the field north of the site CPT and Hydropunch <br /> ' methodology were employed in an attempt to define the plume's leading edge <br /> and characterize any threat posed to neighboring property shallow domestic <br /> 1 wells Trenching, by WOS, in the area between MW No 2 (east fence line and <br /> the concrete block wall secondary containment area between MVVs No 1 and <br /> No 6 in November 2004 revealed soil contamination The findings were <br /> discussed and attached in an earlier ( December 2004) quarterly report report <br /> and its ATTACHMENT 8, FIELD INVESTIGATION SHALLOW SOIL, 22 <br /> November 2004 <br /> ' Access to the contaminated soil area is important to WOS for continued <br /> operations at the Acampo facility <br /> ' A summary of all ground water sampling events is included Reference <br /> ATTACHMENT 2, SUMMARY OF LAB RESULTS included with the report <br />
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