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ARCHIVED REPORTS_XR0011978
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WILSON
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3500 - Local Oversight Program
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PR0545892
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ARCHIVED REPORTS_XR0011978
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Last modified
7/22/2020 2:53:37 PM
Creation date
7/22/2020 2:27:37 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011978
RECORD_ID
PR0545892
PE
3528
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
02
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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SOIL BORING LOG Boring No. IW-3 Sheet 1 of 1 <br /> Client Arco Station 5469 Date 3125/02 <br /> Address 130 South Wilson Way Drilling Company: Woodward Drilling Company rig e: BK-8t <br /> Stockton,CA Driller: Frank Ramirez <br /> Project No. D000,336 Method Hollow Stem Auger hole diam.:8" <br /> Logged By: Scott Bittin er <br /> Well Pack sand: 54 ft, to 58 ft. Well Construction casin : PVC <br /> bent.: 52 ft. to 54 ft. __casing diam.:0.75" 2"diameter microporous tubing installed 55.5'-58' <br /> rout: 0 ft. to 52 ft. Depth to GW: ft.Time/Date V ft.Time/Date <br /> sample Blow Sam le welt Depth Descriptions of Materials PID <br /> Constru LrrHo <br /> T e No. Count Time Recov. ct. Scale COLUMN and Conditions PPM <br /> _ No samples collected 0'-45'bgs <br /> 4 5 <br /> ----- –------------------� --- ------- ------ — -------------------------------------------•---------•------------------------------------------------------- <br /> ______ ---- 24----..-9:-04 90 4 6 CL SILTY CLAY with SAND,gray brown with orano iron oxide stains_5,8%6-- --- <br /> 50 _ fine grained sand,moist,stiff <br /> 4 7 <br /> 9:07 50 4 8 ML SILT,gray brown with orange iron oxide stains, moist,vn stiff-- - <br /> ----------------- ---------------------------- <br /> ------- <br /> - ------------------------------------------------------------------- <br /> 19 —_ ML 51LT,as above,to 49 2' <br /> 22 9:12 100 S 0 CLAYEY SILT 49.2'-50.5',brown with white caliche,moist, stiff <br /> - - - -- -- -- -- - - -- — -- - -- - - -- - --------- - - --------------------- <br /> 29 <br /> ----------------------•------- --------------- 5 t ------------------------------------------------------•--------------------------------•---------------------- <br /> - <br /> -9---- 9:17 100 5 2 CL SILTY CLAY,brown,moist,stiff <br /> - - - — --- - - - - ---- -- - -----------------------------------------------•----------- <br /> 10 _ <br /> 5 3 <br /> 6 _ SILTY CLAY,as above,until 53.4' <br /> 8 _ _ 5 4 L SANDY SILT,brown,30-40%fine grained sand damp,medium stiff <br /> --- - - -- - - — - - - - --- -- --- -------- <br /> 10 _ <br /> 5 5 <br /> 9:25 70 5 6 SP SAND,brown,very fine 9rained:10%6 fines,wet <br /> S 7 <br /> 12 _ <br /> 18 9:35 50 5 8 SP SAND,brown,very fine drained_10%fines_wet <br /> 19 <br /> 5 9 <br /> Comments: No samples collected 0'-45'bgs.#2112 sand used for filter pack. <br /> Sampled to 58.5',drilled to 58'and completed well. <br />
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