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ARCHIVED REPORTS_XR0009432
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545053
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ARCHIVED REPORTS_XR0009432
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Last modified
12/11/2019 11:27:52 AM
Creation date
12/11/2019 9:50:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009432
RECORD_ID
PR0545053
PE
3528
FACILITY_ID
FA0005720
FACILITY_NAME
SMITH CANAL PUMP STATION
STREET_NUMBER
2130
STREET_NAME
FONTANA
STREET_TYPE
DR
City
STOCKTON
Zip
95204
CURRENT_STATUS
02
SITE_LOCATION
2130 FONTANA DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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N <br /> ff A S S O C I A T E S I N C <br /> TPHd was reported at levels ranging from non-detected(less than 1.0 ppm)to 720 ppm in soil samples <br /> F r <br /> collected across the site. No TPHd was detected in borings SB-7 or MW-5. Results of laboratory <br /> Ff analyses of soil samples are summarized in Table 1. <br /> F <br /> Soil samples collected from depths greater than 11 feet below grade were within the saturated zone. <br /> Analytical results of those samples are more indicative of groundwater contamination rather than soil <br /> contamination. Results of soil samples collected in the vadose zone (less than 11 feet deep) suggest <br /> that shallow soil contamination is somewhat random and not laterally continuous across the site. <br /> Furthermore,no BTEX constituents are present at significant levels. , <br /> f <br /> 2.0 METHOD AND PROCEDURES <br /> 1 All work described herein was performed in accordance with ATC's Workplan for Subsurface <br /> Investigation, dated July 12, 1999, which was approved with minor modifications by PHS/EHD. <br /> The scope of work completed included obtaining permits, advancing three soil borings using <br /> direct push technology, soil and grab groundwater sampling, and the laboratory analysis of <br /> selected soil and groundwater samples. <br /> 2.1 Drilling Activities <br /> On September 17, 1999, a geologist from ATC Associates supervised the advancement of three <br /> soil borings to 30 feet bgs. A site plan showing soil boring locations is included as Figure 2. <br /> Fisch Environmental, California License C57 683865, advanced the borings using a truck <br /> mounted Geoprobe® narrow diameter rig employing direct push technology. Soil samples were <br /> collected in acetate sampling tubes beginning and were described according to the Unified Soil <br /> Classification System. Descriptions of soil types encountered and sample collection intervals are <br /> presented on the boring logs contained in Appendix A. <br /> 2.2 Soil Sampling <br /> Each soil sample was field screened with a Flame Ionization Detector (FID) for the presence of <br /> F <br /> volatile organic compounds. Petroleum hydrocarbons were observed during field activities in <br /> borings SB 11, SB 12, and SB 13 at depths ranging from 14 to 18 feet bgs. The maximum FID <br /> readings from each boring SB 11, SB 12, and SB 13 were 50, 30, and 100 ppm, respectively. <br /> F s Sample tubes were sealed at each end using Teflon tape and plastic end caps, labeled, and placed <br /> on ice. Selected soil samples were kept on ice and delivered under chain-of-custody <br /> documentation to a State-certified Argon Laboratories Inc. (DOHS Cert. No. 2359) for chemical <br /> ✓:, analysis. <br /> wA14991\14981tirepodslpsi.doc 3 <br /> f� <br />
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