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ARCHIVED REPORTS_2013_9
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ARCHIVED REPORTS_2013_9
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Entry Properties
Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_9
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_9.tif
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EHD - Public
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• • i <br />Boring <br />JOB NO.: <br />2005-082 <br />SITE LOCATION: <br />FORWARD LANDFILL <br />DRILLING METHOD: <br />W 0 HOLLOW STEM AUGER <br />CONTRACTOR. <br />C do K DRILLING <br />LOGGED BY: <br />L MARISCAL <br />C <br />ssociafes <br />Log <br />DATE STARTED: <br />5/11/05 <br />DATE FINISHED: <br />5/11/05 <br />ELEVATION: <br />NO <br />NORTHING: <br />NO <br />EASTING: <br />NO <br />BORING NO.: ASB -7 <br />PAGE 1 OF 1 <br />GW DEPTH: NA <br />TOTAL DEPTH: 30 feet <br />TIME <br />4�7�� <br />®� <br />� <br />o <br />m y <br />`�` a <br />z <br />z <br />� <br />z <br />o <br />F <br />z <br />G1 <br />�mF <br />j gDESCRIPTION <br />COMMENTS <br />16:05 <br />17:00 <br />6 <br />12 <br />30 <br />2.5 <br />Bulk <br />Bulk <br />Bulk <br />Bulk <br />1 <br />4 <br />2 <br />ML <br />ALLUVIUM: <br />Very dark gray, organic—rich CLAYEY SILT. <br />ML <br />CL/ <br />SM <br />Interlayered brown SANDY SILT, SILTY CLAY and <br />SILTY SAND. <br />ML <br />Brown CLAYEY SILT with SAND. <br />(19') — increasing CLAY content. <br />1 <br />SM <br />Brown, fine to medium SILTY SAND with some <br />CLAY. <br />Notes: <br />1. Total depth of borehole 30 feet. <br />2. No groundwater encountered. <br />13. -Borehole backfilled with cuttings. <br />H <br />The data presented on <br />and at the fame of drillina. <br />this log <br />Subsurface <br />is a simplification of actual conditions encountered and appRes and at the location of this boring <br />conditions mov differ at other locations and mnu ehann® v&h 4hw na..an..# 4.1..,. <br />
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