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ARCHIVED REPORTS_2005_6
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2005_6
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Entry Properties
Last modified
7/18/2020 5:41:08 AM
Creation date
7/3/2020 10:50:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2005_6
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_2005_6.tif
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EHD - Public
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PROJECT NUMBER :8H <br /> RING NUMBER <br /> SAC31583.AC.ZZ. -I SHEET 2 OF 4 <br /> SOIL BORING LOG <br /> ® S l= <br /> PROJECT Forward landfill LOCATION '1iCklun CA <br /> ELEVATION Approximately 39 feel DRILLING CONTRACTOR PilCher [re,eleny Company <br /> DRILLING METHOD AND EQUIPMENT 4-7/8•'Rolary Wash - Failing 750 <br /> WATER LEVELS Not Measured START 4®29/92 FINISH 4/2,19/1:•t2 LOGGER K.Gaily <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> $oW PENETRATION <br /> cow a TEST <br /> o er' RESULTS SOIL NAME. USCS GROUP SYMBOL. COLOK �' <br /> DEPTH OF CASING.DRILLING Re <br /> mc aW > MOISTURE CONTENT.RELATIVE [IENSIT�" DRILLING FLUID LOSS <br /> I—U_ w uwa) 0 g-_g•_6•_ OR CONSISTENCY. SOIL STRUCTURE. co} TESTS AND INSTRUMENTATION <br /> a¢ ? w MINERALOGY <br /> wD - (N) <br /> - <br /> O en Z Cc <br /> 30.0 CLAYEY SANCI: (SC). yellowish tunwn. PP • 4.5 Is <br /> S-6 1.0 29-31-35 moist.hared, fine to mer]ium ,j#Ained saiw <br /> 31.5 (66) <br /> 33.0 <br /> SANDY'SILT. (ML).vale yt•Iluwesh benwe:. Drdtee notes S011er material at <br /> muesl, veey sill• rrei.teasern.i s.:00 t:eenlent 3:'.0-34.5 feet. Pushe=d ST-7 . <br /> psi <br /> ST-7 1.7 Push Witte deptfe F.I. 3.0-4.0 tsf <br /> 350 Deellee notes encreaseo <br /> 35.5 I miler=ngth/41en oy at 3-*.5 feel <br /> [ <br /> 1 i ! [L•dire nnl e i enae se V!a,na, 40! <br /> al 1114.5 feel <br /> 3 <br /> 40.0 ' <br /> 040.0 POORLY-GRADECI SANCI: (SPI.In)hl I'v, Noled loss of wale# <br /> S-8 1.0 �'h-36-46 gray. moist. veiny Arnse. fine In Me 11; <br /> 41.5 (R_') !)1aineel;dolt,mrcdCeou; <br /> -i <br /> r <br /> 45.0 45.0 f <br /> SIMILAR TO Af31lvE. (SF') <br /> S-9 1.0 22-24-35 <br /> 46.5 (59) Dreuel notes some lines at <br /> 46.0-46.5 feet <br /> Dimei notes incieaseo lines ai <br /> SO.049.0-50.0 feet. stiff chilling <br /> 50.0 SANDY-LEAN CLAP. (CL). ,Iat, yellowl-I Pushed ST-10 at 400 psi.relu• <br /> 1 M nwrh_ moist. hal d. fine e'noir:,? 4 tn•7 at 800 ps, <br /> ST-10 1.0 Push PP .• 4.5 Isf <br /> 525 <br /> Driller notes what appears to'. <br /> 55.0 cemented sand at 54.0 feet <br /> 55.0 WELL-GRADED SAND. (cW). :Idek yen: <br /> 5-11 0.9 14-29-34 hitiwn. mold. veey r)encr_ r,e'r. <br /> 16.3) sere•' e _ •; <br /> � ( 1 <br /> i <br /> e � <br />
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