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ARCHIVED REPORTS XR0003037
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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KETTLEMAN
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003037
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Last modified
10/10/2018 8:55:31 AM
Creation date
10/9/2018 3:49:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003037
FileName_PostFix
XR0003037
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• <br />• <br />• <br />SECOR <br />Tff&"W&WMd rito�onmrrd <br />Logged By <br />CM <br />Dates Dnlled. <br />2/5/01 <br />217/01 <br />Dnlhng Ccn=tm <br />CASCADE <br />DRILLING <br />Project Name <br />CHEVRON 95775 <br />LODI, CA <br />Metho&Fgmpmmt. <br />CONTINUOUS CORE <br />DIRECT PUSH <br />Well Number <br />NM -20B <br />See "Legend to Logs" for <br />sampling method, <br />classifications and laboratory <br />testis methods <br />Bomng <br />nam (m) <br />8 <br />Surface <br />Elev (ft) <br />Groundwater Depth (ft) <br />.7 57 FIRST <br />Total <br />Depth (fQ <br />1400 <br />Drive Dmp <br />wt (lbs) Disk(ui.) <br />NA NA <br />Well <br />Constriction <br />a. <br />Desemtptton <br />A <br />Same as above medium -to coarse <br />0 <br />SILTY SAND (SM) yellowish brown (10YR5/4), with clay, fine-grained sand, dense, <br />moist to wet (0,70,20,10) <br />SANDY SILT (ML) hght olive brown (2 SYS/4), with trace clay, low plasticity, very <br />stiff, moist, wear subangular blocky soil structure (0,35,60,5) <br />130 <br />0 <br />CLAYEY SILT (ML) light olive brown (2 5Y5/4), fine-grained sand, moist, wet <br />along fractures, weakly cemented, angular blocky soil structure <br />Grades to sandy silt, moist. <br />SILTY SAND (SM). dark yellowish brown (10YR4/4), with trace clay, fine grained <br />MA very dense, moist to wet, cemented, angular blocky soil structure (0,60,35,5) <br />135 <br />0 <br />SILTY SAND (ML) brown (10YR5/3), fine-grained sand, low plasticity, very stiff, <br />moist 0 55 45 D <br />140 <br />Driller reports refusal at 137 5 feet, bottom of boring 137 5 <br />145 <br />The substrata descriptions above are generalized representations and based upon visualhnanual classification of cuttings and/or samples <br />obtained durmg drilling Predominant material types shown on the log may contain different materials and the change from one <br />predominant material type to another could bedifferent than indicated Descriptions on this log apply only at the specific location at the <br />time of drilling and may not be representative of subsurface conditions at other locations or times <br />Project No 077 43451, 250 Date 3/21/01 <br />95775134 GPj <br />LOG OF BOREHOLE <br />Log of Well <br />Approved by <br />Figiue (sheet 6 of 6) <br />
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