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ARCHIVED REPORTS_1989_1
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_1989_1
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Entry Properties
Last modified
7/17/2020 3:52:44 PM
Creation date
7/3/2020 11:04:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1989_1
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1989_1.tif
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EHD - Public
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0 <br />u <br />r <br />LOG OF EXPLORATORY BORING <br />PROJECT NUMBER 939-03.14 BORING NO. MW -2 <br />PROJECT NAME San Joaquin County - Corral Hollow Landfill PAGE 5 OF 9 <br />BY S. Lofholm DATE 5/11/88 SURFACE ELEV. 303.39' <br />POCKETPENETRA CG W U1 1:g W LITHO - <br />RECOVERY <br />ITHO- <br />RECOVERY PENETRO• TION ZW W �J GRAPHIC <br />e- a a <br />METER (BLOWS/ °3W ®Z Q COLUMN <br />(FT/FT) (TSF) Ft.) C7 J �+ N <br />medium,ASSOCIATES <br />CLAYEY GRAVELLY SAND, light olive <br />111, 1'� •.sand;•., 1'% g <br />sam•le 50%uartz and chert, 45% <br />brown quartzite, 5% serpentine; moist. <br />1GC <br />. _ olive brown <br />��light <br />10-15% 1 fine to <br />% <br />coarse sand; 60-70% fine to coarse gravel; <br />predominately coarse gravel, predominately <br />;'r <br />metam• • <br />% <br />SP <br />jCLAYEY GRAVELLY SAND, lightolive <br />SC <br />5 ', <br />• '• <br />i1 <br />51`x, coarse1', • <br />',� <br />sample1'� • • <br />brown quartzite, 5% serpentine; moist. <br />SANDY VEL, light live brown <br />1 ��' 10-15% to <br />coarse sand; 60-70% fine to coarse gravel; <br />predominately coarse gravel, predominately <br />CL <br />SANDY --LAY, light olive brown (2.5Y, 5/4);5-10% <br />EMCON <br />fine sand; 5% medium to coarse sand; <br />1 <br />fine gravel.i25% <br />REMARKS <br />GC <br />DESCRIPTION <br />CLAYEY SANDY GRAVEL (continued). <br />SP <br />CLAYEY GRAVELLY SAND, light olive <br />111, 1'� •.sand;•., 1'% g <br />sam•le 50%uartz and chert, 45% <br />brown quartzite, 5% serpentine; moist. <br />1GC <br />. _ olive brown <br />��light <br />10-15% 1 fine to <br />% <br />coarse sand; 60-70% fine to coarse gravel; <br />predominately coarse gravel, predominately <br />;'r <br />metam• • <br />% <br />SP <br />jCLAYEY GRAVELLY SAND, lightolive <br />SC <br />5 ', <br />• '• <br />i1 <br />51`x, coarse1', • <br />',� <br />sample1'� • • <br />brown quartzite, 5% serpentine; moist. <br />SANDY VEL, light live brown <br />1 ��' 10-15% to <br />coarse sand; 60-70% fine to coarse gravel; <br />predominately coarse gravel, predominately <br />CL <br />SANDY --LAY, light olive brown (2.5Y, 5/4);5-10% <br />/ <br />fine sand; 5% medium to coarse sand; <br />1 <br />fine gravel.i25% <br />GC <br />CLAYEY SANDY GRAVEL, light olive brown <br />wo <br />coarse sand; 60-70% fine to coarse gravel; <br />• <br />pre tely coarse gravel, predominately <br />• •• <br />
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