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FIELD DOCUMENTS AND WORK PLANS 2004-2014
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009002
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FIELD DOCUMENTS AND WORK PLANS 2004-2014
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Last modified
2/22/2019 7:04:53 PM
Creation date
2/22/2019 3:01:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
AND WORK PLANS 2004-2014
RECORD_ID
PR0009002
PE
2960
FACILITY_ID
FA0004040
FACILITY_NAME
SPX COOLING TECHNOLOGIES INC
STREET_NUMBER
200
Direction
N
STREET_NAME
WAGNER
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
14331007
CURRENT_STATUS
01
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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© MWH Boring ID: TW-11 Well ID: TW-11 <br /> Borehole Diam, in.:6.625 Total Depth(it): 110.0 Proiect: SPX I Marley-Phase It Tempora Well Install <br /> Northing(ft): Eastin :ft Job Number. 3850396.100203 Site: Marley Cooling Towers <br /> Drill Start Date: 08-26.2004 Stan Time: 15:30 -L000ed BY: Doug Burr Reviewed By: <br /> Drill Finish Date: 0830.2004 Finish Time: 09:00 Drilling Contractor: RESONANT SONIC INT. Field Instrumentation: <br /> De th 1st H O(it): 65-7 Date/Time: Drill Method: Rotary Sonic <br /> Depth H O After Drilling(ft):65.68-T Date I Time: 09-02-2004 12:001 Driller's Name: Val Godo <br /> Comments: Well Com .Date: 0830.2004 Com letion Time: 13:30 <br /> Samplers: 113.ckFll Data: NIA Backfill Time: NIA <br /> Est.%of Soil <br /> m n v <br /> r <br /> oa vio <br /> m_ <br /> Well Completion _ 0 0 ; u 2m Description m <br /> o <br /> ° ° <br /> �m o coinw fr. 0 a 0 L <br /> rdAn Aucr <br /> vm <br /> Do <br /> 0 Asphalt___ <br /> to — <br /> 0-3: Cement CL Lean Clay,black(SYR 2.5%1),mndrum stiff,dry to 5 /9 <br /> moist,Highly plastic <br /> ML Sili With Santl and Clay,dark yellowish brown 15 011 <br /> (1CYR 4/4),very stiff,dry,strong cementation, <br /> Medium plsticity <br /> 1 <br /> GM Silty Gravel With Sand,dark yellowish brown 45 10 10 15 0/ <br /> CL (10YR 3/6),dry,weak cementations o odor — <br /> Lean Clay,dark yellowish brown(10YR 3/4),dry 10 0/5 <br /> to moist,moderate cementation,Highly plastic <br /> 2 grayish brown(2.5Y 5/2) <br /> olive brown(2.5Y 4/4) 5 5 40R <br /> ML Sandy Silt With Clay,dark yellowish brown(1CYR 30 0/ <br /> 555: Neat 4/6),medium stiff,dry to moist,moderate <br /> cement w/5% 3 cementation,Medium plsticity <br /> bentonite <br /> 0-60: 2"Sch 4 <br /> PVC blank casing <br /> u <br /> u <br /> 4D- <br /> 0 0 <br /> 0 <br /> u <br /> z <br /> 0 <br /> ML Sandy Silt With Clay,dark yellowish brown(1CYR 40 0/1 <br /> w 416),medium stiff,dry to moist,moderate <br /> it cementation,Mottled w/grayish brown(2.5Y5/2), <br /> medium plasticity,abundant mica <br /> 5 SM Silty Sand,dark yellowish brown(10YR 4/6) _ 65 5/ <br /> i MCloose,dry to moist,moderate cementation, / 5 15 0l3Z <br /> X 1 Mottled w/grayish brown(2.5Y5/2),abundant / <br /> m Imica_ _ J <br /> o Clayey STIt With Sand,olive brown(25Y 4144), <br /> dense,dry to moist,moderate cementation, <br /> o Some mica,highly plastic <br /> Log Continued on Next Page Sheet 1 of 2 <br />
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