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CORRESPONDENCE_2012
Environmental Health - Public
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EHD Program Facility Records by Street Name
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C
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CORRAL HOLLOW
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4400 - Solid Waste Program
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PR0440003
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CORRESPONDENCE_2012
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Last modified
4/27/2021 2:42:13 PM
Creation date
4/21/2021 2:55:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2012
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
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SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2012.tif
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EHD - Public
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Geo -Logic Associates BORING NO.: MW-10 <br />Boring Log PAGE: 1 OF 2 <br />JOB NO- 2011-115 DATE STARTED: 10/10/11 OW OEM 86.7 feet <br />SHE LOCATION: CORRAL HOLLOW LROU DATE IFINWED. 10/11/11 TOTAL 765 feet <br />DWW METHOD-• 6' 0 HOLLOW STEM MO ELUATION: -286.3 <br />CONTR� C ND <br />/yyG�y <br />WWGY BY: W LOPEZ, KV EWM ND <br />r , <br />N �� <br />44.17 tr=A` <br />•� <br />Z <br />WE <br />TIE <br />PID <br />N <br />W <br />< <br />DESCRIPTION <br />COMMENTS <br />10 10 <br />10:36 <br />ALL <br />Moist. <br />Brown (10YR 5/3), plastic, fine to coarse, <br />well-graded CLAYEY SAND with fine GRAVEL. <br />10:53NSR <br />50/3" <br />SPT==' <br />GW <br />Yellowish brown (10YR 5/4), fine to coarse, <br />Dry to slightly moist. <br />well-graded, very dense SANDY GRAVEL; <br />GRAVEL is fine to medium, subrounded. <br />11'00 <br />NSR <br />50/2' <br />SPT <br />10-1 <br />11:09 <br />NSR <br />83 <br />SPT <br />1 <br />:• <br />Slightly moist. <br />11:15 <br />NSR <br />50/2' <br />SPT <br />11'24 <br />NSR <br />50/3" <br />SPT:• <br />11:31 <br />NSR <br />50/5' <br />SPT <br />31 <br />' <br />' <br />...(32.5') - fine GRAVEL. <br />13:00 <br />0 <br />100 <br />SPT <br />'` <br />SW <br />---------------------- <br />Yellowish brown (10YR 5/6), fine to coarse, <br />Moist <br />�. <br />GM <br />well-graded, dense GRAVELLY SAND/SANDY <br />13:10 <br />0 <br />68 <br />SPT <br />GRAVEL with trace of SILT; GRAVEL is fine, <br />subrounded. <br />13.15 <br />13:46' <br />z <br />0 <br />99 <br />SPT <br />...(45') - very dense. <br />y <br />f— <br />:�� <br />-- <br />Yellowish brown 10YR 5 6 , fine to coarse, <br />/) <br />---- <br />Moist to very moist.— <br />14:03 <br />14:03 <br />0 <br />90 <br />SPT <br />moderately graded, very dense GRAVELLY SAND <br />_ <br />SW/ <br />with interbedded very fine, slightly plastic, very <br />ML <br />hard SANDY SILT. <br />N NEXT PAG <br />The <br />data <br />presented <br />on <br />this log <br />is a <br />simplification <br />of <br />actual <br />conditions <br />encountered and applies only at the <br />location of this boring <br />and <br />at the <br />time <br />of drilling. <br />Subsurface <br />conditions <br />may <br />differ <br />at other locations and may change with the <br />passage of time. <br />
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