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2900 - Site Mitigation Program
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PR0541913
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Entry Properties
Last modified
2/13/2020 7:07:47 PM
Creation date
2/13/2020 11:53:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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i <br /> rNe <br /> TOM LOG OF SOIL BORING <br /> LA eO RATA R IES IN-C. BORING B -2 <br /> Project: Frontier Transportation Project Number: 823502 .01 <br /> Location: 425 Larch Road , Tracy , CA Date Scarfed: 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 /> OEM SOIL SYMBOLS <br /> tr°°tl AN�FtL R SYMBOLS <br /> OATH uses Sall Description BIQw per Remo <br /> toot <br /> 0 <br /> Concrete Pavement <br /> CLAY, sandy; very dark gray <br /> (2.5Y, 3/ 1 ) slightly piasfic <br /> to plastic, 30%very fine to <br /> fine sand, trace mica , <br /> slightly moist, petroleum <br /> 513/6 <br /> 416 SC ': type odor <br /> 4/6 olor changes to dark gray PiOo 43E ppm <br /> 5/6 :brown (Z.SY, 4/2) B <br /> SAND , cla e , <br /> . . . . CL Y y gray (2.5Y, 5/7 ) . <br /> : very fine to fine grained , <br /> 3/6 : subangular, 20% fines, trace <br /> 5/6 mica, moist , slight petroleum No PID <br /> 105/6 a odor 10 mading <br /> ��. 2/6 _ cLPA• Y. scnd ; aafkrc5PID; 342/6 i g Y C2.5Y, ppm <br /> Sc ; d/Z)• Plastic, 30-40% very <br /> fi to fine sand, no mica, <br /> ; moist, petroleum type odor <br /> ;very moist <br /> SAND, daysy; dark gray (2.5Y, <br /> 15 4/2), very fine to fine <br /> grained, 3t) -407, plastic flnos, <br /> wet, etroleum a odor <br /> Bottom 01 goring <br /> 20 <br /> 25 <br /> i <br /> 30 <br /> Notes: Boring was backfilled with portland cement concrete to within 1 <br /> foot of grade. The remainder of the boring was ,gilled with cement. <br />
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