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ARCHIVED REPORTS_XR0006017
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0534875
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ARCHIVED REPORTS_XR0006017
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Entry Properties
Last modified
4/7/2020 2:14:28 PM
Creation date
4/7/2020 1:55:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006017
RECORD_ID
PR0534875
PE
2960
FACILITY_ID
FA0020170
FACILITY_NAME
AAA TRUCK WASH/JIMCO TRUCK PLAZA
STREET_NUMBER
1022
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102004
CURRENT_STATUS
01
SITE_LOCATION
1022 E FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 5900 Hollis Street, Suite A <br /> Emeryville, CA 9450$ <br /> Telephone 510-420-0700 <br /> Fax 510-420-9170 <br /> CLIENT NAME Olympian JV BORING/WELL NAME MW-10 _ <br /> JOB/SITE NAME Jimco Truck Plaza DRILLING STARTED 15-Aug-05 <br /> LOCATION 1022 Frontage Road Ripon,CA DRILLING COMPLETED 15-Aug-05 <br /> Continued from Previous Page <br /> CL LU�ti g z z U <br /> a m Q X0 CL <br /> w E O LITHOLOGIC DESCRIPTION z H WELL DIAGRAM <br /> a. 0 UJ <br /> 1 ML+e estimated permeability <br /> ,s Sandy SILT Brown,very stiff,wet, 60%silt,40%fine 31 0 <br /> 5 sand low plasticity,moderate estimated ermeabili 314 <br /> 05 9 M+A-+O 325 ML SAND with Silt Brown,medium dense,wet, 10%silt, 320 <br /> +g 90/°medium sand,non-plastic, high estimated <br /> s ermeabilit <br /> s SP <br /> Sand SILT Brown,stiff,wet,60%silt,40%fine sand, <br /> +4 low plasticity,moderate estimated permeability, mottled <br /> 1 +5 with ra 350 <br /> 35 SAND with Silt Gray, medium dense,wet, 10%silt, Bottom of <br /> 90%fine sand non last�c hi h estimated ermeabtli Boring @ 35 <br /> fbg <br /> a <br /> v <br /> a <br /> 0 <br /> c� <br /> J <br /> Q <br /> a <br /> C7 i <br /> N <br /> Q <br /> m <br /> 4 <br /> C7 <br /> 1 <br /> N <br /> 0 <br /> N <br /> z <br /> 6 <br /> M <br /> 0 <br /> a_ <br /> C7 <br /> O <br /> J <br /> J <br /> J <br /> W <br /> PAGE 2 OF 2 <br />
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