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ARCHIVED REPORTS XR0001629
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0001629
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Entry Properties
Last modified
5/17/2019 3:43:00 PM
Creation date
5/17/2019 2:13:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001629
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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BORING LOG <br /> I i I Audit rvi s Inc. <br /> r <br /> Project: Geweke Now <br /> Project Number: -1.33 Drilling Co.: Woodward Drilling Co. Date : 4/26/93 <br />' Field Geologist: Marty Auger Type: 8" Hollow Stem Boring: B-5 (MW-14) <br /> bEPTH SAhi LE dV BLOWQRGUP <br /> (FEET) I?VNFIFICATlOI. RFAbINCr CN'IS. SYMBL. <br /> SOlL D�SCRIPTlON <br /> I --------- -------------------------------------------------------------------------- <br /> 12 Grayish brown, damp, silty fine-grained sand with clay; <br /> B5-45 1021 27 SM locally oxidized; strong hydrocarbon odor. <br /> 40 <br /> - ---------I--------------------------------------------------------- <br /> 12 Brownish gray, damp, loose, moderately sorted, medium to <br /> 50 B5-50 1004 19 coarse-grained quartz sand; strong hydrocarbon odor. <br /> 29 <br /> SW <br /> 10 Reddish brown, damp, slightly compact, moderately <br /> B5-55 356 22 sorted, fine to medium-grained sand; moderate <br /> 24 hydrocarbon odor. <br /> --------- -------------------------------------------------------------------------- <br /> i 5 Reddish brown, wet, sandy clayey silt; slight hydrocarbon <br /> 60 B5-60 167 32 ML odor. <br /> 35 <br /> 8 SM wet, moderately to poorly sorted, medium to fine-grained <br /> B5-65 68 12 sand; slight hydrocarbon odor. <br /> 15 <br /> Bottom of boring 70 feet <br /> 70 N/S <br /> 80 <br /> t <br />
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