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ARCHIVED REPORTS XR0007976
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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W
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3230
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3500 - Local Oversight Program
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PR0544759
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ARCHIVED REPORTS XR0007976
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Last modified
8/19/2019 10:27:25 AM
Creation date
8/19/2019 10:24:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007976
RECORD_ID
PR0544759
PE
3528
FACILITY_ID
FA0004058
FACILITY_NAME
VANCO*
STREET_NUMBER
3230
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11708017
CURRENT_STATUS
02
SITE_LOCATION
3230 N WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> Advanced BORING LOG <br /> GeoEnvironmental Inc. <br /> � BOREHOLE NO P-7 <br /> 4005 North Wilson Way, Stockton, CA 95205 <br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 65 feet bsg <br /> IProject Pacific Pride Drilling Co Mitchell Drilling <br /> Site Location 3230 North West Lane Rig/Auger Type CME-7518-inch H S augers <br /> Stockton, CA Logged By B Millman <br /> Reviewed By N Henderson <br /> Project No AGE-NC-97-0300 Date(s) Drilled 06/06/00 <br /> Notes Total depth of boring P-7 equal to 65 feet bsg a Water level during drilling Page 1 of 1 <br /> IBormg backfilled to grade with portland cement = Water level in completed well <br /> Depth Sample Blows PID Sod USCS Class and Well Well <br /> ID /ft (ppm) Symbol Sod Description Completion Description <br /> 0 <br /> I -5 <br /> I -10— <br /> -15- <br /> 20- <br /> -25 <br /> 1520--25 <br /> -30- <br /> -35 <br /> 30-35 P7-35 12/18/20 9 ML Brown-gray,damp,hard,sandy SILT,fine sand, <br /> Ifaint hydrocarbon(HQ odor <br /> - P7-40 8114120 10 =-- ML Brown-red,moist,very stiff to hard,sandy SILT <br /> Ifine sand,slight HC odor <br /> -45— P7-45 9/16/20 1! i SM Dark brown,moist,medium dense to dense, <br /> saturated,silty SAND,fine sand,faint HC odor <br /> -50 <br /> P7-50 11/15/20 5 = ML Brown,saturated,very stiff to hard,SILT no HC <br /> odor <br /> - <br /> 55— <br /> P7-55 9/16/22 4 ML Pate brown saturated,very stiff to hard,clayey <br /> - SILT no HC odor <br /> -60 <br /> P7 60 1 511 9/26 0 ML Pale brown,sdturated,hard,clayey SILT no HC <br /> odor <br /> I -65 P7-65 13/16/25 0 ' r� SW Brown-gray,saturated,medium dense to dense, <br /> gravelly,SAND,fine to coarse sand,no HC odor <br />
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