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WORK PLANS_FILE 2
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0534875
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WORK PLANS_FILE 2
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Entry Properties
Last modified
4/7/2020 1:44:24 PM
Creation date
4/7/2020 1:29:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
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
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EHD - Public
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Cambria Environmental Technology, Inc. "�� BORINGIWELL LOG <br /> 5900 Hollis Street, Suite" v <br /> Emeryville, CA 94608 `+�+ <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 /> a ocn HCL <br /> Z a H nw 0_0 LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> Ln mo Q w o D 0 pw <br /> U) U p <br /> 1 IVIL,B estimated permeability. <br /> 16 - Sandy SILT: Brown;very stiff;wet;60%silt,40%fine 31.0 <br /> sand' low plasticity;moderate estimated ermeabilit 31.4 <br /> 6 32.0 <br /> 9 ML SAND with Silt:Brown;medium dense;wet; 10%silt, <br /> 0.5 16 MW-1032.5 90%medium sand;non-plastic;high estimated <br /> 6 ermeabilit . <br /> 6 SP Sandy SILT: Brown; stiff;wet;60%silt,40%fine sand; <br /> 1a low plasticity;moderate estimated permeability;mottled <br /> 1 15 with ra 35D .0 <br /> 35 SANwith Silt:Gray;medium dense;wet; 10%silt, Bottom of <br /> 90%fine sand'non-plastic:high estimated permeability. Boring @ 35 <br /> fbg <br /> 0 <br /> 0 <br /> O <br /> F <br /> LL <br /> a <br /> O <br /> rn <br /> Q <br /> m <br /> d <br /> 3 <br /> z <br /> i <br /> N <br /> N <br /> N <br /> z <br /> Z <br /> Q <br /> a <br /> i <br /> 0 <br /> 0 <br /> a <br /> 0 <br /> J <br /> J <br /> J <br /> W <br /> 3 <br /> PAGE 2 OF 2 <br />
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