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ARCHIVED REPORTS_XR0004473
Environmental Health - Public
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EHD Program Facility Records by Street Name
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LARCH
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2900 - Site Mitigation Program
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PR0541913
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ARCHIVED REPORTS_XR0004473
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Last modified
2/13/2020 4:58:30 PM
Creation date
2/13/2020 1:44:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004473
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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JJTWNING <br /> LOG OF SOIL BORING <br /> LABORATORIES, INC_ BOPJNC B--2 <br /> iProject: Frontier Transportation Project Number: E323502.01 <br /> Location• 425 Larch Road, Tracy, CA Date Started: August 15, 1996 <br /> Logged By: Patricia Jones Date Completed: August 15, 1996 <br /> Drilled By Leo Proet Drill Type: CME-75 <br /> Auger Type. HSA <br /> Depth to Groundwater: 10.5 feet Elevation: <br /> SOIL SYMBOLS Blows e <br /> (Beet) SIMPLER SYMBOLS USCS Soil Description per Remarh <br /> AND FIELD TEST DATA foot <br />' 0 <br /> Concrete Pavement <br /> CLCLAY, sandy; very dark gray <br />' (2.5Y, 3/1), slightlyplastic <br /> to plastic, 30% very fine to <br /> fine sand, trace mica, <br /> slightly moist. petroleum <br />' 5 4/6 SC type odor0/,/- ppm <br /> PID: 438 <br /> 4/6 Color changes to dark gray S <br /> 5/6 brawn (2.5Y. 4/2) <br /> CL SAND, clayey; gray (2.5Y, 5/1) <br />' very fine to fine grained, <br /> 3/6 subangular, 207 fines. trace No FID <br /> 5/6 mica, moist, slight petroleum <br /> -10 5/6 type odor 1 d reading <br /> _ 2/6 CLAY, sandy; dark gray (2.5Y, 5 P[D: 342 ppm <br /> 3/6 SC 4/2), plastic, 30-40% very <br /> ft4/2), <br /> to fine sand, no mica, <br /> , petroleum type odor <br /> moist <br />' , clayey; dark gray (2.5Y. <br /> i5 very fine to fine <br /> ed, 30--40% plastic fines, <br /> petroleum a odor <br />' Bottom of Boring <br />' 20 <br /> 2.5I <br /> 30 <br /> SNotes: Baring was backfilled with portland cement concrete to within 1 <br /> foot of grade. The remainder of the boring was filled with cement. <br />
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