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ARCHIVED REPORTS_XR0009237
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545735
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ARCHIVED REPORTS_XR0009237
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Last modified
6/5/2020 2:08:22 PM
Creation date
6/5/2020 2:03:57 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009237
RECORD_ID
PR0545735
PE
3528
FACILITY_ID
FA0003502
FACILITY_NAME
TRACY CITY PUBLIC WORKS
STREET_NUMBER
560
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23515006
CURRENT_STATUS
02
SITE_LOCATION
560 S TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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!1 <br /> T <br /> A <br /> silt strata to depths of 19 to 24 feet These strata compose the uppermost aquifer strata Clayey <br /> • sand and silty clay underlie the aquifer strata These clayey strata appear laterally discontinuous <br /> in the general area of the site investigation (see Figures 1 and. 2) <br /> Groundwater occurs at depths of 15 S to 16 feet and appeared to be unconfined however <br /> boreholes were not open long enough to allow for 24 hours of stabilization for additional <br /> groundwater measurements <br /> Strata may grade laterally and vertically in the region and is typical San Joaquin Valley sediment <br /> depositional environments (see Geologic Cross section, figure 2) The site borehole data Indicate <br /> that the uppermost shallow aquifer and underlying aquitard have some lateral continuity but are <br /> assumed to leak <br /> Physical Analysis <br /> One soli sample from Boring B-3 at 19-20 feet was sent to Earthtec Ltd for physical analysis <br /> The laboratory report is attached and the results are presented below in Table 1 <br /> Table 1. Physical Analysis <br /> SAMPLE ORGANIC SPECIFIC MOISTURE DRY UNIT HYDRAULIC POROSITY 13ULK <br /> • CARBON GRAVITY CONTENT WEIGHT CONDUCTIVITY DENSITY <br /> % % Pcf Cm/sec % Pcf <br /> B-30)19-20' 006 2 772 1 1640 1 1169 1 1x 10-71 1 36 132 1 <br /> Pcf—Pounds per cubic foot Cm/sec—Centimeters per second <br /> The test results show that the sample is clayey sand with a low hydraulic conductivity The <br /> sample was collected from the lower portions of the aquifer and the aquifer sand content <br /> increases in depth at some locations the site This sample was collected across a transitional <br /> contact with the underlying aquitard that is interpreted to account for the low conductivity <br /> (grading into more clay with depth at this location) Clay dispersed In the aquifer strata sand <br /> would also lower conductivity, however the aquifer strata with higher sand content are assumed <br /> to have somewhat higher hydraulic conductivity. Borehole logging in other boreholes shows that <br /> the aquifer is predominantly composed of sandy strata that should have a higher hydraulic <br /> conductivity The aquifer-aquitard transition is interpreted to have low conductivity with depth <br /> into the aquitard <br /> The organic carbon content is very low when compared to typical surface or near surface soil <br /> (uppermost three to five feet) Organic carbon decays through oxidation and burial depth in <br /> geologic deposits In our opinion, given the depth of these sediments, the organic carbon content <br /> is considered negligible The porosity and density data for the sample are considered in the range <br /> of clayey sand soil <br /> c} <br />
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