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ARCHIVED REPORTS_XR0002377
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545191
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ARCHIVED REPORTS_XR0002377
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Entry Properties
Last modified
1/23/2020 11:31:58 AM
Creation date
1/23/2020 11:27:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002377
RECORD_ID
PR0545191
PE
3528
FACILITY_ID
FA0005301
FACILITY_NAME
JERRY & BARBARAS DEMOLITION
STREET_NUMBER
10
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
10 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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. The boreholes were logged using the Unified Soil Classification System under the <br /> supervision of a registered geologist Additional lithologic information was collected to <br /> describe the subsurface geology Soil samples were field screened for presence of <br /> contaminants by checking for presence of odor and staining A photoioruzation meter <br /> malfunctioned in the field and was unavailable for field vapor measurement use Soil <br /> samples were collected at minimum five-foot intervals, with additional samples collected <br /> at intervals of obvious contamination and at stratigraphic features of interest using field <br /> discretion <br /> Upon completion of the borehole drilling and collection of information, all boreholes <br /> were backfilled with grout, placed from the bottom to top of the borehole <br /> Reconnaissance Groundwater Sampling <br /> Each borehole was sampled using push or drill rods as temporary casing Depth to <br /> groundwater measurements were made to the nearest one-one hundredth of one foot from <br /> existing grade, and also checked for the presence of separate phase product The <br /> groundwater sample was carefully collected with a clean disposable bailer and poured <br /> into the appropriate laboratory prepared container with minimum cavitations Each water <br /> sample was labeled, logged onto a chain-of-custody form, and placed in a chilled ice <br /> chest on crushed ice <br /> Subsurface Conditions <br /> • Six exploratory borings were drilled at the locations shown on Figure 1, which revealed a <br /> relatively complex stratigraphy The borings revealed sandy clay to depths of about 5- to <br /> 6-feet An excavation backfill was observed in Boring B-1, which extends to a depth of <br /> 7- to 8-feet Minor petroleum staining or odor was observed in the capillary fringe <br /> vicinity in boreholes B-1 and B-2 Interbedded sand, silty sand and sandy silt beds <br /> between depths of roughly 8-to 15-feet underlie these clayey strata <br /> The first observed groundwater in these strata occurs at depths of 8- to 10-feet Sandy silt <br /> and sand occur next and extend to depths of 18- to 22-feet Clayey sand, sandy silt and <br /> sandy clay strata occur below 18-feet and compose the lower confining strata These <br /> strata are locally cemented and the auger/push casing encountered refusal at or near the <br /> 20-foot depth Flowing sandy strata occurred during drilling in some holes, which made <br /> sample recovery difficult, and in some cases, losing soil samples <br /> Page 3 <br />
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