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ARCHIVED REPORTS_XR0012626
EnvironmentalHealth
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ARCHIVED REPORTS_XR0012626
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Last modified
5/18/2020 3:03:14 PM
Creation date
5/18/2020 2:45:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012626
RECORD_ID
PR0543041
PE
2960
FACILITY_ID
FA0024604
FACILITY_NAME
HUMAN SERVICES AGENCY
STREET_NUMBER
145
Direction
S
STREET_NAME
SUTTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14912016
CURRENT_STATUS
01
SITE_LOCATION
145 S SUTTER ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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tia <br /> Field Sampling Report <br /> For <br /> San Joaquin County <br /> Leaking Underground Storage Tank <br /> Site Investigation <br /> Stockton, California <br /> 1.0 Introduction <br /> A site investigation was conducted by Roy F. Weston, Inc. <br /> (WESTON) at the Human Services Building site near the corner of <br /> Sutter and Washington Streets, Stockton, California, to evaluate <br /> the presence of petroleum hydrocarbons and fuel related compounds <br /> in the soil and groundwater. From December 5, 1988 through <br /> December 15, 1988, twelve boreholes were completed and three <br /> shallow groundwater monitor wells were installed and developed. <br /> Sampling and surveying of the vertical well elevations were <br /> conducted concurrently on December 30, 1988. The location of the <br /> wells and boreholes is shown in Figure 1. <br /> " 2.0 soil Borehole Drilling <br /> " Borehole drilling began on December 5, 1988. Twelve exploratory <br /> boreholes were drilled between December 5 and December 12, 1988 <br /> with the last of these being grouted to the surface on December <br /> 15, 1988. A table depicting the scheduleof work completed is <br /> presented as Table 1 with a location map Figure 1 exhibiting the <br /> " locations of boreholes. <br /> An Acher-AD2 drill rig using 6 inch outer diameter, 3 inch inner <br /> .- diameter hollow stem augers was used to drill all boreholes. <br /> Cuttings returned to the surface by to auger flights were con- <br /> tainerized in 55 gallon drums and left on site pending receipt of <br /> the soil analytical results. All holes were then grouted with a <br /> 5% bentonite-cement grout mixture to within 1 foot of the current <br /> s ,.. surface. All augers were steam cleaned prior to use in each <br /> borehole. <br /> A description of the depth of the 12 boreholes, the estimated <br /> elevation of the ground surface at the time of drilling, and <br /> estimated depth of boreholes below current sidewalk level is <br /> presented in Table 2. <br /> 2.1 Soil Sampling <br /> During the drilling of the boreholes, soil samples were collected <br /> from each location at 5 foot below ground surface (BGS) and at 5 <br /> foot intervals thereafter down to groundwater. All samples were <br /> examined for any staining and odors which would indicate the <br /> presence of hydrocarbons compounds. Additionally, all samples <br /> were screened with a photoionizer. The instrument used was an <br /> HNu model P101 equipped with an 10.2 eV bulb. Before first use, <br /> the unit was allowed to warm up for approximately 5 minutes, <br /> zeroed, calibrated to isobutylene as benzene at a span setting of <br />
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