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ARCHIVED REPORTS_XR0002170
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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GRANT LINE
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3500 - Local Oversight Program
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PR0545208
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ARCHIVED REPORTS_XR0002170
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Last modified
1/27/2020 4:35:45 PM
Creation date
1/27/2020 4:16:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002170
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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Cambria Environmental Technology, Inc BORINGMELL LOG <br /> 270 Penins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> • CLIENT NAME Shell Oil Products US BORING/WELL NAME MW-6 <br /> JOBISITE NAME Shell-branded Service Station DRILLING STARTED 27-Jan-05 <br /> LOCATION 2375 West Grant Line Road Tracy, California DRILLING COMPLETED 28-Jan-05 <br /> PROJECT NUMBER 1661 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 27 08 ft above msl <br /> DRILLING METHOD Hallow-stem auger TOP OF CASING ELEVATION 26 71 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 10 to 25 fb <br /> LOGGED BY J Gerbrandt DEPTH TO WATER(First Encountered) 14 0 ft(28-Jan-05) <br /> REVIEWED BY J Neely,PG 6927 DEPTH TO WATER(Static) 13 5 ft 28-Jan-05 1 <br /> REMARKS In the entrance road to the carwash building <br /> X co C3 <br /> CL <br /> CL p? a H W a Q SOIL DESCRIPTION Z= WELL DIAGRAM <br /> Lo m0 ¢ '�' L)w IL <br /> v <br /> x " CONCRETE 05 <br /> Portland Type <br /> Illi <br /> 00 5 SILT ML ,very dark gray(10YR 311),moist,50%clay, <br /> 0 0 MW-6 45%silt,5%fine sand <br /> 5 0' C�6'-dark grayish brown(10YR 412),55%clay,45%silt Bentonite Seal <br /> Monterey <br /> Sand#2112 <br /> 10 @ 10 0'-very dark gray(10YR 311),40%clay,35%silt, <br /> 20%fine to coarse sand,5%fine gravel <br /> 00 MW-6- ML @ 11 0'-brown(10YR 4/3),25%clay,75%silt <br /> 100, <br /> 15 @ 15 0'-yellowish brown(10YR 5/4),40%clay,50%silt, <br /> 10%fine to coarse sand <br /> 457 MW-6- <br /> 15 0' <br /> 2"-diam , <br /> 0 020"Slotted <br /> Schedule 40 <br /> PVC <br /> 20 @ 20 0'-brown(10YR 413),wet,35%clay,60%silt,5% <br /> 1,466 MW-6- fine sand <br /> 20 0' 225 <br /> LL <br /> W <br /> o SM Silty SAND(SM),yellowish brown(10YR 514),wet, <br /> IL <br /> 1,832 MW-6- 30%clay,20%silt,50%fine sand 250 25 Bottom of <br /> 25 0' Boring @ 25 ft <br /> F <br /> z <br /> e <br /> z <br /> a <br /> a <br /> m <br /> i <br /> i <br /> a <br /> a <br /> c7 <br /> 0 <br /> J <br /> J <br /> J <br /> PAGE 1 0F 1 <br />
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