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ARCHIVED REPORTS_XR0003895
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545613
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ARCHIVED REPORTS_XR0003895
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Last modified
4/27/2020 3:45:30 PM
Creation date
4/27/2020 3:38:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003895
RECORD_ID
PR0545613
PE
3528
FACILITY_ID
FA0005466
FACILITY_NAME
LOPEZ, PAM
STREET_NUMBER
26500
STREET_NAME
NOWELL
STREET_TYPE
RD
City
THORNTON
Zip
95686
CURRENT_STATUS
02
SITE_LOCATION
26500 NOWELL RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Results Report - Soil and Ground Water Investigation <br /> March 1996 (9647-0011) <br /> approved 55-gallon drums and, upon receipt of ground water sample analysis results, will be <br /> disposed of in accordance with State and Federal regulations Monitoring well development <br />' Information is included as Appendix C, Field Documentation <br /> Monitoring Well Sampling On February 13, 1996, Fugro purged approximately three <br />' casing volumes of ground water from each groundwater monitoring well using a new disposal <br /> bailer for each well Following purging of the wells, Fugro collected ground water samples, <br /> using a new two-tech-diameter disposable bailer for each well Ground water samples from each <br />' well were transferred Into three VOA-vials for chemical analysis The samples were transported <br /> to PACE Inc , and chain-of-custody forms were used to document sample collection and handling <br /> procedures Ground water samples were analyzed for TPH-g by EPA Method 8015M and BTEX <br />' by EPA Method 8020 <br /> Ground Water Level Survey Top of casing elevations at each well location were <br />' surveyed and referenced to an arbitrary benchmark by Fugro personnel The corresponding <br /> ground water surface elevations for each monitoring well were determined by measuring the <br /> distance from the top of the well casings (known elevation) to the ground water Fugro used the <br />' survey data to determine the Inferred hydrogeologic flow direction and gradient at the site <br /> All development, purging and sampling equipment was decontaminated prior to first use <br /> and between sampling locations, as previously described, to minimize Incidental and cross <br /> contamination of sampling devices Soil cuttings, development water, purge water, and rinsate <br /> water were containerized onsite in DOT-approved 55-gallon drums pending analytical results <br />' FINDINGS <br />' Earth Matenals <br />' Earth materials encountered from grade surface to a depth of 33 5 feet bgs generally <br /> consisted of silty clay (CL), silty sand (SM), and clay (CL) Refer to the Log of Drill Holes <br /> located in Appendix A <br />' Soil Assessment <br /> Analytical results of collected soil samples are summarized in Table 3, Analytical Results <br /> Soil, and the Report of Laboratory Analysis is presented in Appendix B TPH-g was detected <br /> 1n soil sample SB-A2 @ 16' at 5,500 parts per million (ppm) and in soil sample SB-A2 @ 21' <br /> at 420 ppm Benzene was detected in soil sample SB-A2 @ 16' at 2,200 parts per billion (ppb) <br /> and in soil sample SB-A2 @ 21' at 1,600 ppb Soil boring SB-A2 was advanced within the <br /> former UST pit location These soil samples were collected below the water table, which was <br /> encountered at five feet bgs during drilling <br /> 96470411396 3 <br />
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