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CORRESPONDENCE_2012
Environmental Health - Public
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EHD Program Facility Records by Street Name
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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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DME <br />Fol <br />TIME <br />PID <br />1 <br />Geo -Logic Associates <br />BORING NO.: <br />MW -9 <br />Boring Log <br />PACE- <br />I OF 2 <br />JOB NO- 2DII-115 DATE SrARMD. <br />10/1 11 <br />GW O. <br />6IL4 W <br />SITE LOCA71M WIWL HMM LNULL DAIE FPSED. <br />1 /11 <br />011y <br />TWAL DEM: <br />91.5 fed <br />DWW MEnim ir o wuw Sim am SHAXIIN: <br />-29U <br />P SOIE <br />Moist, <br />CONTRCM GREW DRUING NORnift <br />ND <br />LMM W. X LOM CM EASM <br />ND <br />DME <br />Fol <br />TIME <br />PID <br />1 <br />2 <br />p <br />- <br />DESCRIPTION <br />COMMENTS <br />1 2 <br />13:50 <br />ML <br />P SOIE <br />Moist, <br />Dark brown (10YR 3/3), fine to coarse, <br />moderately graded SANDY SILT with fine <br />GRAVEL <br />GW <br />ALLUVIUM: <br />14:00 <br />0 <br />56 <br />SPT <br />Light gray (25Y 7/2), fine to coarse, <br />well -graded, dense SANDY GRAVEL, GRAVEL is <br />fine to medium, subrounded. <br />14:05 <br />0 <br />75 <br />SPT <br />1 <br />(10') very dense. <br />14:10 <br />0 <br />53 <br />SPT <br />(15') dense. <br />14:16 <br />0 <br />67 <br />SPT <br />4 <br />GM <br />br_own_(16YR_5/3), Fine Co coarse, <br />Moist. <br />GW <br />well -graded, dense SANDY GRAVEL with CLAY; <br />GRAVEL is fine to medium, subrounded. <br />14:24 <br />0 <br />89 <br />SPT <br />...(25') - very dense. <br />14:33 <br />0 <br />76 <br />SPT <br />14:40 <br />0 <br />67 <br />SPT <br />...(35') - dense. <br />14:48 <br />0 <br />50/5- <br />SPT <br />401 <br />...(40') -very dense. <br />14:52 <br />10/13 <br />7:39 <br />NSR <br />50/1' <br />sFr <br />- <br />45-r. <br />SM Sk- <br />— — — — — -- <br />brow (I FYR FineTo coarse, <br />Moist. <br />well -graded, very dense GRAVELLY SAND; <br />7:57 <br />0 <br />91/8. <br />SPT <br />GRAVEL is fine, subrounded <br />I <br />I <br />I <br />I <br />I <br />I CONTINUED ON NEXT PAGEI <br />The data presented on this log is a SiMplitiCOtion at actual conditions encountered and applies only at the location OT this Donng <br />I and at the time of drilling. Subsurface conditions may differ at other locations and may change with the passage of time. <br />
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