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ARCHIVED REPORTS_XR0002565
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HARDING
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1112
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3500 - Local Oversight Program
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PR0545263
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ARCHIVED REPORTS_XR0002565
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Last modified
2/3/2020 7:04:08 PM
Creation date
2/3/2020 10:48:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002565
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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PROJECT No. 97-736-01-01 <br /> BORING No, 581 <br /> LOGGED 6Y T. LUTTERMAN <br /> PROJECT NAME: EGGIMAN ANDREW and EDITH TRUST <br /> BCRING LOCATION: 1112 E. HARDING WAY, STOCKTON, CA. SURFACE ELEV: <br /> DRILLER: DAVID A. FISCH DATE STARTED: 07/24/97 DATE FINISHED: 07/24/97 <br /> SAMPLE BLOW <br /> COUNT REC WC Ou L SOIL'OESCRIPTION o <br /> 1' No.TYPE INT�RVAL 0" 6' 12" (In1 J (/) (tsf) < a AND REMARKS <br /> CL <br /> FROMO 6' 12" 18' <br /> o <br /> 0 ° <br /> o <br /> 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> 4.0 6.0 18 °°° SILTY SAND, -60% fine sand, -�40°0 <br /> 5 °°° fines, moderate yellow brown, slight to <br /> O ° strong product odor, no organics. <br /> a <br /> ' °o° PID=10 ppm <br /> ° O <br /> O <br /> 9.0 11.0 24 y ° <br /> o ° <br /> 10 0°° PID=673 ppm <br /> ° <br /> 0 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> I S 14.0 16.0 18 °0° <br /> 15 °o° PID=>1,000 ppm <br /> 0 0 <br /> 0 <br /> ' a <br /> 19.0 21.0 18 SILT WITH SAND, <30% fine poorly <br /> 20 graded sand, >70% fines, none to low <br /> dry strength, low toughness, no <br /> plasticity, moderate yellow brown, slight <br /> product odor. <br /> ML PI0=338 ppm <br /> 24.0 26.0 18 <br /> 25 FID=50 ppm <br /> 2 S 29.0 31.0 18 <br /> ' 30 PI❑=1C ppm <br /> 31 <br /> Bottom of boring at 31.0 feet. <br /> Notes: <br /> 1. Sample numbers identified as: <br /> 35 - ET-SB1-15.0' <br /> 2 - ET-S61-30.0' <br /> 1 S - SCIL <br /> 2. Soil boring backfilled to surface <br /> 40 with neat cement grout. <br /> ' <br /> Fade 1 of I <br />
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