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ARCHIVED REPORTS_XR0002567
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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H
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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_XR0002567
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Last modified
2/3/2020 6:59:46 PM
Creation date
2/3/2020 10:49:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002567
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, °-1 -736-01-C i <br /> BORING No. 5Ei <br /> LOGGED EY T. LUTTERMAN <br /> -------------- <br /> PROJECT NAME: EGGIMAN ANDREW and EDITH TRUST <br /> BORING LOCATION: 1112 E. HAROING WAY STOCRTCN CA. <br /> SURFACE ELEV; <br /> DRILLER: DAVID A. FISCH DATE STARTED: 07/24/97 DATE FINISHED: 0Tl%4197 <br /> cn <br /> SAMPLE BLOW (n U <br /> r COUNT REC = WC Du SOIL DESCRIPTION o <br /> o <br /> P- No.TYPE INTERVAL 0' 6' 12' a <br /> LU <br /> {inJ {;} {tsf} a n AND REMARKS a_ <br /> O FROM r06- 12' 18' Cn Q0 <br /> C <br /> 0 0 <br /> 0 <br /> ° o <br /> 0 <br /> ° o <br /> 0 <br /> 0 0 <br /> o <br /> 4.0 6.0 18 ° ° <br /> ° SILTY SAND, -60°o fine sand, -40%fines, moderate yeflow brown, slight to <br /> 0 <br /> 0° strong product odor, no organics. <br /> °00 PID=10 ppm <br /> ° o <br /> 0 <br /> 9.0 11.0 24 ° <br /> a o <br /> ifl o <br /> 0 o PIG=673 ppm <br /> 0 <br /> o ° <br /> °I <br /> o ° <br /> 0 <br /> ° 0 <br /> o <br /> 1 S 14.0 16.0 18 coo <br /> 0 <br /> i5 000 <br /> 0 0 PID=>%COO ppm <br /> a <br /> 0 <br /> 19.0 21.0 18 SILT WITH SAND, <30% fine poorly <br /> 20graded sand, >70% fines, none to low <br /> Cry strength, low toughness, no <br /> plasticity, moderate yellow brown, slight <br /> product odor. <br /> ML PID=338 ppm <br /> 24.0 26.0 18 <br /> 25-J PI0=50 ppm <br /> 2 5 29.0 31,0 8 1 <br /> PID=10 >apm <br /> Ecttom of boring at 31.0 feet. <br /> Nates: <br /> 1. Sample numbers Identified as: <br /> u5 I - ET-Sol-15.0' <br /> 2 - ET-561-30.0' <br /> S - SOIL. <br /> 2. Soil boring backfilled to surface <br /> with neat cement grout. <br /> 40 <br /> Page I of I <br />
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