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ARCHIVED REPORTS XR0001275
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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C
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CHARTER
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441
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2900 - Site Mitigation Program
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PR0544208
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ARCHIVED REPORTS XR0001275
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Entry Properties
Last modified
3/1/2019 5:34:32 PM
Creation date
3/1/2019 4:17:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001275
RECORD_ID
PR0544208
PE
2957
FACILITY_ID
FA0003628
FACILITY_NAME
ARCO STATION #2168*
STREET_NUMBER
441
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707607
CURRENT_STATUS
02
SITE_LOCATION
441 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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SOIL BORING LOG Boring No MAC C Sheet 6 of 6 <br /> Client Arco Station 2168 Date, 817/00 <br /> Address 441 W Charter Way Drilling Company Woodward Drilling Company ng type BW-81 _ <br /> Stockton,CA Driller Van Leonard <br /> eect No D000329-1 Method Hollow Stem Auger hole diam O-85'bgs 16',85-120'b s 8" <br /> Logged By- -_-_Steve Fischenich _ <br /> Sara le Slow Sample well Depth Descriptions of Matenals PID <br /> Construc LITHO <br /> Type No Count Time Recov L Scale COLUMN and Conditions P <br /> 35 moist <br /> 50 for 5" 1a 1 <br /> 30 50% 10 2 ML SILT_gray low percentage of cementation,low -^_, ___ __O - <br /> SO for 5 <br /> 10 3 <br /> 50 for 5 912 50% 10 a ML SILT,gray,tow percents a of cementation,low plasticity,hard,moist _0_ <br /> ------ ----- ----- ---- — ---------------- --- ----------------------------- ---- --�------------------- <br /> --— - -- - 100 5 I <br /> 15 ----5% 10 s ML CLAYEY SILT,gray_moderate plasticrty,hard moist __—_ 0 <br /> ------------ --------- ------- --- --------------- <br /> -- 50 for 5' - - - -------- ------------------------- ---- <br /> 10 7 <br /> 10 8 ML 51LT,-gray,hard-moist --1-1 <br /> --------------------------- -------- — <br /> 50 for 5' ------------------------------------------------------------------- <br /> 10 s <br /> 3011 o ML SILT,gray hard,moist <br /> — _----- —�for 4'- --___ —----- — ------------------------------------------------------------------------------____ ------ <br /> 11 1 <br /> 50 for 5' 20% 11 z SILTY SAND dray 3596 fines very dense wet 19 <br /> 11 3 <br /> 37 956 30% 11 4 <br /> SAND,gray,wet 1 9 <br /> ----------------- ------- — -------------------------------------------------------------------- <br /> ----------- 50 for 4' ------------------ --1 9 <br /> 1t 5 <br /> 27 1010 70% 1t s ML SANDY-SILT,-gray with white&blue mottles_20%fine to medium grained______ _19 <br /> 30 _ sand,well cemented silt particles <br /> 50 for 5' 11 7 <br /> --15---- — _1022 40% 11 8 ML CLAYEY-SILT,dark gray with white mottles,low plastic-q,-moist----- 19 <br /> -- 50 for 5' — ------------------- <br /> 11 9 <br /> 16 12 o ML SILT,low plasticity 19 <br /> Field Location of Boring Comments Weil surged for 20 minutes <br />
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