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ARCHIVED REPORTS_XR0010616
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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T
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TENTH
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60
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3500 - Local Oversight Program
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PR0545724
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ARCHIVED REPORTS_XR0010616
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Entry Properties
Last modified
6/3/2020 1:20:42 PM
Creation date
6/3/2020 1:00:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010616
RECORD_ID
PR0545724
PE
3528
FACILITY_ID
FA0005934
FACILITY_NAME
M & M AUTOMOTIVE
STREET_NUMBER
60
Direction
E
STREET_NAME
TENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23517204
CURRENT_STATUS
02
SITE_LOCATION
60 E TENTH ST
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
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EHD - Public
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Wright Envzranmental Servwes Inc Exploratory Boring Log <br /> M & M Automotive — 60 E. 10th Street Tracy, California <br /> Project No 4070—T <br /> Boring No.. 9-7/uW-3 Casingdepth p 17 feat <br /> Total depth of baring: 17 fact Casing diameter, 2 Inches <br /> Diameter of baring: 8' Inches Casing material: Sch 40 PVC <br /> Date drilled: 12-9-94 Slot size: 0 020—inch j <br /> Drilling method: hollow—Stem Auger Sand size: No. 3 Sand <br /> Field Geologist: CV Screen Interval: 7 fast to 17 feet <br /> TIME Sample 3 USCS <br /> PID No .° Depth Code Description Well <br /> M Const. <br /> 2 <br /> 9'03 { 4 Slilty clay; dark yeilawfsh brown 10 yr 4/3; 70-80% clay; 20-30% silt; <br /> 0 a trace very fine scrod. sffff; damp <br /> fl <br /> 9:09 <br /> s 8 Sandy clay; yellowish brown 10 yr 4/3; 80-70% clay; 20-30% very fine to <br /> s 10 fine sand; 10-20% slit: very stiff: damp to moist O bottom of sample <br /> v <br /> 9'22 4 i2 Same as above <br /> 0 7 <br /> 14 1 <br /> 9:29 33 Slay Bond. darn graylsh brown 1 d 472; 80-40 very fine to fine send, <br /> 0 2 18 <br /> Sandy clay: dark yellowish brown 10 yr 4/8; 80-70% clay; <br /> 18 20-30% silt: 10-20% sand very fine; firm; damp <br /> Bottom of baring O 17 feet <br /> 20 <br /> 22 <br /> 24 <br /> 28 <br /> 28 <br /> 30 <br /> 32 <br /> 34 <br /> 38 <br /> 38 <br /> 40 <br /> 42 <br /> 44 <br /> 48 <br /> I <br />
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