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ARCHIVED REPORTS_2001_2
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2001_2
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Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:48:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001_2
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_2001_2.tif
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EHD - Public
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11 <br />11 <br />• <br />PROJECT NUMBEI <br />SAC31583.AC.ZZ . <br />8H -t SHEET 2 OF 4 <br />SOIL BORING LAG <br />PROJECT Forward Landfill LOCATION Str'Gktr'r' CA <br />ELEVATION Approffimalely 39 feet DRILLING CONTRACTOR Pitcher Cxdhri-3 Company <br />DRILLING METHOD AND EQUIPMENT 4-7/8" Rotary Nash - Failing 750 <br />Not Measured creaT 4/29/92 _ FINISH 4/29/`12 LOGGER K. Gatty <br />SAMPLE <br />STANDARD <br />SOIL CIESCRIPT ION <br />COMMENTS <br />PENETRATION <br />a <br />o <br />r <br />DEPTH OF CASING. DRILLING Rt <br />o;LL <br />ww <br />TEST <br />RESULTS <br />SOIL NAME. USCS GROUP SYMBOL. COLOR. <br />r_r <br />my <br />> <br />ccc <br />w <br />MOISTURE CONTENT. RELATIVE CIENS17v <br />J <br />DRILLING FLUID LOSS <br />6- _6• _6• <br />�LL <br />W <br />win <br />o <br />OR CONSISTENCY. SOIL STRUCTURE. <br />CDS. <br />TESTS AND INSTRUMENTAT ION <br />wD <br />r � <br />w <br />(N) <br />MINERALOGY <br />O (n <br />- <br />•- Z <br />OC <br />(rf <br />30.0 <br />CLAYEY SAND: (SC). yellowish frrnwn. <br />PP - 4.5 tsf <br />S-6 <br />1.0 <br />29-31-35 <br />moist. hard. fine to medium giained sAiw <br />31.5 <br />33.0 <br />SANDY'SILT; (ML).1-ale YellnwfShOrrewu• <br />Urdler notes sober maleoli) at <br />mufst, very still_ u,creasing and 4nnteut <br />32.0-34.5 feet. Pushel ST -7 , <br />Push <br />with rleplh <br />350-4DO psi <br />ST -7 <br />1.7 <br />PP - 3.0-4.0 tsf <br />_ <br />(t(rnee notes rnueasea <br />35.0 3S.5 <br />_ <br />1 <br />1 <br />�lit.rnw 1h/density at 34.5 feet <br />i <br />l <br />1 <br />1 <br />t <br />[d rll.�e ran,'e v-.Gta im ,e _!)l ,3rnCr o' <br />40.0 40.0 <br />POORLY-GRAUECI SAND: (SF'), ►u}let efhver -- <br />Wiled kiss _Of water <br />S-8 <br />1.0 <br />'6-36-4f <br />gray. moist. very riense. line In me0titn: <br />(8-') <br />ofainafl -;and. ffm.acenuS <br />41.5 <br />1 <br />1 <br />45.0 45.0 <br />SIMILAR TO ABOVE. (SP) <br />$_G <br />10 <br />22-24-35 <br />(59) <br />Dffllrr nnles some fines at <br />46.5 <br />4.6:0-46+:5 feel <br />( <br />Drfiier notes increaser) lines a <br />feet- stiff Ofitling <br />50.04,q.0-50.0 <br />50.0 <br />SANDv-LEAN CLAY (CL). 0.9t1, ye0r.rw1• -) <br />-Pu>nefy ST -10 at 400 nsf. felu <br />Rf own- moist. hal(l. fine In i.'r tr :'.' 7drf.! <br />al 800 cost <br />Push <br />PP -• 4.5 tst <br />1 <br />ST -10 <br />LO <br />52.5 <br />1 <br />Chiiie, notes what appears to <br />cemenlea sand at 54.0 feel <br />5.,.0 <br />55.0 <br />HELL -(;RADE(! SAND, (SI -0, -1)11, yell:::: <br />I <br />5-11 <br />0.q <br />24-29-34 <br />brown. moist. very <br />, <br />5 <br />I <br />Iti.j) <br />San•!Ts, <br />At <br />r <br />
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