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ARCHIVED REPORTS XR0007976
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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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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Advanced BORING LOG <br /> _ GeoEnvironmental Inc. <br /> � BOREHOLE NO MW-3 <br /> 4005 North Wilson Way, Stockton, CA 95205 <br /> �J (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 55f <br />' Project Pacific Pride Drilling Co Mitchell Drilling Environmental <br /> Site Location 3230 North West Lane Rig/Auger Type CME 75 / 8" hollow stem <br /> Stockton Logged By B Millman <br /> California Reviewed By N Henderson <br /> Project No AGE-NC-97-0300 Date(s) Drilled 06/06/00 <br /> Notes Total depth of boring MW-3 equal to 55 feet bsg,bonng Q Water level during drilling Page 1 of 1 <br /> Icompleted as 2-inch diameter ground water monitoring well z Water level in completed well <br /> Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID /ft (ppm) Symbol Soil Description Completion Description <br /> 0 <br /> ® Well cover <br /> Water tight,locking <br /> jwell cap <br /> MW3-5 31415 0 —__ ML Mottled dark brown-black damp,firm,clayey <br /> SILT No petroleum hydrocarbon(HC)odor / /• <br /> -10 MW3-10 9/13/20 0 =__ _ ML Brown-gray,damp,very stiff to hard,clayey SILT, <br /> no HC odor <br /> -15 <br /> MW3-15 7/16/24 0 SM Pale brown,damp medium dense to dense,silty <br /> SAND,fine sand,no HC odor <br /> i <br />' MW3-20 11/15/22 0 SM Brawn-red-gray,damp,medium dense to dense, i / Cement grout seal from <br /> silty SAND fine sand,no HC odor j I'to 30'bsg <br /> _ <br /> i <br /> MW3-25 12/18/23 0 ML Pale brown <br /> -2 5 i <br /> ,damp,hard,clayey SILT,no HC odor <br /> i <br /> -30 <br /> MW3-30 9/14/19 0 _ ML Brown-red-gray,moist,very stiff to hard,clayey <br /> SILT,no HC odor I l I I1 I Bentonite seal from 30' <br /> I1 l to 33' bsg <br /> MW3-35 12/20/26 0 = _-_ ML Pale brown,damp,hard,clayey SILT, no HC <br /> odor <br /> - MW3-40 12/15/21 0 I SM Pale brown,saturated,medium dense to dense, — #2/12 sand from 33'to <br /> Isilty SAND,fine sand,no HC odor = 55'bsg <br /> -4 5— MW3-45 11/16/25 0 _ ___ ML Brown-gray,saturated,very stiff to hard sandy = Screened interval from <br /> ISILT,fine sand,no HC odor = 35'to 55'bsg <br /> - <br /> 50 MW3-50 9/18/23 0 =__ ML Brown-gray,saturated,stiff to very stiff,clayey <br /> SILT no HC odor <br /> -55- <br /> - MW3-55 10/16/27 0 -�= ML Brown,saturated,stiff to very stiff,clayey SILT, Well plug at 55' <br /> no HC odor <br /> -60 - <br /> I <br />
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