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EHD Program Facility Records by Street Name
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GRANT LINE
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2375
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3500 - Local Oversight Program
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PR0545208
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SITE HISTORY
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Last modified
1/27/2020 4:27:44 PM
Creation date
1/27/2020 4:06:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545208
PE
3528
FACILITY_ID
FA0003772
FACILITY_NAME
GRANT LINE SHELL*
STREET_NUMBER
2375
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21402017
CURRENT_STATUS
02
SITE_LOCATION
2375 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Conestoga-Rovers&Associates BORINGMELL LOG <br /> 99449 Riverside Drive,Suite 230 <br /> + <br /> Sonoma,CA 95476 <br /> Telephone: 707-935-4850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME 513.2 <br /> JOBISITE NAME Shell-branded Service Station DRILLING STARTED 24-Jun!08 <br /> LOCATION 2375 West Grant Line Road Tra California DRILLING COMPLETED 24-,fun-08 <br /> PROJECT NUMBER 241661 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Grega Drilling _ GROUND SURFACE ELEVATION NA <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION NA <br /> BORING DIAMETER r SCREENED INTERVAL NA <br /> LOGGED BY C.Rodriquez _ _ _ DEPTH TO WATER(First Encountered) 10.0 ft(24-Jun4)8) <br /> REVIEWED BY^ M.Murphy DEPTH TO WATER(Static) NA --1 <br /> REMARKS <br /> U <br /> W � � U� <br /> n ~ m U d C7 ¢= WELL DIAGRAM <br /> a <br /> 0=) <br /> Z a H a O SOIL DESCRIPTION <br /> a wo.. vi aq� OCL <br /> 0. V =j � UO <br /> SILT ML dark grayish brown(2.5Y4/2);dry;95%silt, <br /> 5°A fine gravel;low plasticity. <br /> 0.5'-20%day,80%slit;medium plasticity. <br /> 5 5'-moist;olive brown(2.6Y 4!4). <br /> 1.8 se-zs.g <br /> a s'-wet;15%day,8596 sift;low plasticity. <br /> A <br /> [7 <br /> a ML <br /> 2 Portland Type 11110 4 sea iv 10 @ IV-moist;25%day,75%silt medium plasticity. <br /> x <br /> c� <br /> cz <br /> 0 <br /> z <br /> z <br /> it <br /> 0 <br /> a <br /> z <br /> 0.6 SBstS 15 <br /> J <br /> F <br /> aQZ <br /> 4' <br /> 17.5 <br /> SM Silty sand(SPI:olive brown(2.5Y 414);wet;25°x6 silt, 18.0 <br /> 75%fine sand. <br /> N Sandy SILT(MLL;olive brown(2.5Y 414);wet;60%slit, <br /> ML 40%fine sand;low plasticity. <br /> 0.4 se z-ts.s SILT with and(MLI;olive brown(2.5Y 414);wet;75% 20.0 <br /> J 20silt 25%fine sand'low lastici . <br /> w <br /> w Bottom Of <br /> Boring @ 20 ft <br /> z <br /> 0 <br /> 0 <br /> a <br /> C7 <br /> O <br /> J <br /> J <br /> 25 <br /> PAGE 1 Of T <br />
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