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CORRESPONDENCE_2011
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440003
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CORRESPONDENCE_2011
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Entry Properties
Last modified
4/27/2021 2:41:31 PM
Creation date
7/3/2020 11:04:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2011
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_2011.tif
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EHD - Public
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11—and at the time of drilling. subsurface conditions may ddter at other locations and may change witn the passage or time. <br />Geo-L'ogic Associates <br />PID <br />BORING NO.: MW- 10 <br />asZZ <br />Boring Log <br />PAGE.OF <br />1' 1. <br />01 DATE SIARTEm. <br />io/io/ii <br />ON DEPTH: <br />SITE LOCATION <br />CORRAL HOLLOW LANDIFILL, DATE RNISHED: <br />16111111 <br />TOTAL DEPTH: 76.5 fal <br />DRILLING <br />J <br />C <br />CONTRACTOR: <br />GREGG DRILLING rRT <br />a': <br />COMMENTS <br />LOGGED BY <br />/ Z CEG EASTING. <br />NO <br />11—and at the time of drilling. subsurface conditions may ddter at other locations and may change witn the passage or time. <br />PID <br />asZZ <br />Q <br />F� <br />J <br />m <br />FA, <br />TIE <br />J <br />C <br />DESCRIPTION <br />COMMENTS <br />10:36 <br />SC <br />ALLUVIUM: <br />Moist. <br />Brown (10YR 5/3), plastic, fine to coarse, <br />well -graded CLAYEY SAND with fine GRAVEL. <br />10:535- <br />NSR <br />50/3" <br />SPT <br /><{:. <br />- -- <br />GW <br />— — — — — — — — — — — — --- <br />Yellowish brown (10YR 5/4), fine to coarse, <br />— — — — — — - <br />Dry to slightly moist. <br />well-graded, very dense SANDY GRAVEL; <br />GRAVEL is fine to medium, subrounded. <br />11:0010-1NSR <br />50/2" <br />SPT <br />+b>. <br />.tz+ <br />:. <br />:.;. <br />11:09 <br />NSR <br />83 <br />SPT <br />15-1 <br />Slightly moist. <br />11.15 <br />NSR <br />50/2" <br />SPT <br />201 <br />�l <br />: <br />11:24�... <br />NSR <br />50/3" <br />SPT <br />25- <br />11'31 <br />NSR <br />50/5" <br />SPT <br />.bs <br />>dz <br />:. <br />.q,4. <br />...(32.5') - fine GRAVEL. <br />13:00 <br />0 <br />100 <br />SPT <br />Vis; <br />SW <br />Yellowish brown (10F_5/_6 Fine to coarse, <br />Moist <br />GM <br />well -graded, dense GRAVELLY SAND/SANDY <br />13:100 <br />» <br />GRAVEL with trace of SILT; GRAVEL is fine, <br />68 <br />SPT <br />subrounded. <br />13:15 <br />= <br />13:46 <br />%=<>- <br />0 <br />99 <br />SPT <br />f : <br />.(45') - very dense. <br />— — — — — <br />-- -- <br /><'`> <br />Yellowish brown (10YR 5/6), fine to coarse, <br />Moist to very moist. <br />14:03 <br />0 <br />90 <br />SPT <br /><.% <br />,��; <br />moderate) graded, very dense GRAVELLY SAND <br />y 9 rY <br />f:y <br />SW/ <br />with interbedded very fine, slightly plastic, very <br />ML <br />hard SANDY SILT. <br />CONTINUED ON NEXT PAGE <br />The data <br />presented on <br />this log <br />is a simplification of actual conditions encountered and applies only at the location of this boring <br />11—and at the time of drilling. subsurface conditions may ddter at other locations and may change witn the passage or time. <br />
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