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ARCHIVED REPORTS_XR0008342
EnvironmentalHealth
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SANTA FE
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2900 - Site Mitigation Program
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PR0541936
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ARCHIVED REPORTS_XR0008342
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Entry Properties
Last modified
5/18/2020 12:22:46 PM
Creation date
5/18/2020 11:17:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008342
RECORD_ID
PR0541936
PE
2957
FACILITY_ID
FA0006149
FACILITY_NAME
RANCH MARKET
STREET_NUMBER
23569
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
23569 S SANTA FE RD
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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SECOR <br /> InternatwnalIncorporated <br /> =BC <br /> Date Drilled Drilling Contractor Project Name Method/Egwpment Well Number <br /> V & W RANCH MARKET HOLLOW STEM AUGER <br /> 718102 DRILLING RIVERBANK,CA SPLIT SPOON V-9 <br /> See"Legend to Logs"for Boring Surface Groundwater Depth(ft) Total DriveDrop <br /> sampling method, Dram(in) Elev(ft) Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory 8 30 0 140 30 <br /> testingmethods <br /> Well V <br /> Construction Description <br /> TRAFFIC MA_Asphalt,baserock <br /> RATED No samples collected <br /> WELL BOX <br /> a o GROUT <br /> a a 2p SCH 5- <br /> 40 PVC <br /> jCASING <br /> BENTOSEAL 10#2112 SAND D <br /> Driller reports cobbles from 12 to 14 feet <br /> 0 020" <br /> SLOTTED <br /> SCREEN <br /> 15- <br /> 20— <br /> The <br /> 520The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> sainples obtained during drilling Predominant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times <br /> Project No 770T 43622 010003 Date 8122102 PR Log of Well <br /> RM V9 GPJ Figure <br /> LAG OF BOREHOLE <br /> (sheet 1 of 2) <br />
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