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ARCHIVED REPORTS XR0011237
Environmental Health - Public
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EHD Program Facility Records by Street Name
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F
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FREMONT
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2050
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3500 - Local Oversight Program
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PR0543791
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ARCHIVED REPORTS XR0011237
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Last modified
10/1/2018 4:42:09 AM
Creation date
9/28/2018 4:40:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011237
FileName_PostFix
XR0011237
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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SOIL BORING LOG Boring No MW-15,16,17 Well Cluster Sheet 5 of 6 <br /> Client Former Apache Plastics Facility Date March 29 and 30 2004 <br /> Address 2050 East Fremont Street Driller Woodward Drilling Co rig type BK 81 <br /> Stockton,CA Drilling Foreman Van Leonard <br /> Project No 2005-2050-1 Method hollow stem auger hole diam 8" <br /> Logged By Scott Blttinger <br /> Sample Slow Sam le Well LITHO Depth Descriptions of Materials PID <br /> Type No Count Time Recov Construct Scale COLUMN and Conditions PPM <br /> 19 _ ML SILT olive brown trace clay dry hard n/a <br /> SMW 16-80 50(5)- 9 10 35 8 t <br /> ----- ----------- ------- --------- — --------------------------------------------------------------- ------------------------- <br /> 8 2 <br /> - 25 s 3 ML SILT,olive brown,trace clary dry,hard------------------------------------------------ 0 <br /> S MW16-83 50{5) 9 17 50 _ <br /> 8 4 <br /> 8 5 <br /> 18 _ <br /> 20 930 25% 8 6 SM SILTY SAND olive brown 80%fine grained sand 20%-fine-s--wet 0 <br /> 20 _ medium dense <br /> a7 <br /> 12 a 8 <br /> 20 _ SW SAND about equal percentages of fine and medium grained sand 1% 2 <br /> S MW16-88 -32 9 45 --- 90 8 9 coarse rained sand <3%fines verywet medium dense <br /> - - ---- - — - -- -�--------------------------------------------------------- -------- ------ -- --------- <br /> s o Driller reports harder drilling at about 89 5'bgs <br /> r 50(5) 9 50 25% — CL SILTY CLAY dark olive brown,dry,very stiff n!a <br /> 9 1 <br /> ------------------ ---------- ------- --------- — --------------------------------- -------------------------------- --------------- ----------- <br /> 9 2 <br /> 169 3 <br /> ------ --------- — - -- -- -- - -- - -' ' <br /> S MW17-93 25 939 50 _ CL SILTY CLAY,dark yellowish brown,moist stiff 0 <br /> 259 4 <br /> ---------------- ----------- ------- --------- — --------------------------------------------------------------------- ---------------- -------------- <br /> 9 5 <br /> ---------------- --------- - --- --------- — --------------------------------------------- --------- --------------- -- -------- <br /> 5 MW17-95 50(5) 945 40 _ ML SILT with SAND dark yellowish brown trace clay 7-10%fine grained n/a <br /> --------- 9 6 sand moist Verb stiff <br /> 9 7 <br /> 9 8 <br /> 9 9 <br /> ------- <br /> -- ---- ----- ---------- -------- -------- — -------------------------------------------------------------------------------------`--- - -------- <br /> 14 0 SP <br /> Comments <br />
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