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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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EHD - Public
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do <br /> © MWH Boring ID: TW-09 Well ID: TW-09 <br /> Borehole Diam. in.:6.625 Total Depth(ft): 65.0 Project: SPX/Marley-Phase II Tempora Well Install <br /> Northing(ft): Easting(it): Job Number: 3850396.100203 Site: Marley Cooling Towers <br /> Drill Start Date: 08-30-2004 Start Time: 16:00 Logged By: DougBurr I Reviewed BY: <br /> Drill Finish Date: 08-31.2004 Finish Time: 13:00 Drillin Contractor: RESONANT SONIC INT.I Field Instrumentation: <br /> Depth 1st H O ft: 65-V Date/Time: Drill Method: Rotary Sonic <br /> Depth H O After Drilling fl:64.72 Date/Time: N/A Drillers Name: Val Godo <br /> Comments: Well Com .Date: WA2.2004 Completion Time: <br /> Samplers: Backfill Date: N/A Backfill Time: NIA <br /> Est.%of Soil <br /> it <br /> V) O v <br /> a y ^ O _ <br /> C >` > d J N N C 9 <br /> Well Completion m 0 0 y -m' a J L L in rw Description m m y y <br /> o.. a 0 0 � O m a U y > <br /> E W E N O m m 'n N O 0 C `1— <br /> U) a 3 O f7 U C7 U c u. in <br /> �. GM Asphalt---------------- 50 10 10 15151 <br /> Silty Gravel With Sand,dark reddish brown(5YR <br /> 2.5/2),loose,moist,weak cementation, <br /> 0-5: CementNonplastic --------------i — — <br /> CL Lean Clay,black(5YR 2.5/1),medium stiff,dry to <br /> moist,Highly plastic <br /> 1 ML Silt With Sand and Clay,dark yellowish brown 15 o/1 <br /> (1 OYR 4/4),very stiff,dry,strong cementation, <br /> Small black nodules visible <br /> 20- <br /> 5-54, Neat 3D- <br /> cement w/5 <br /> bentonite <br /> -- ----------rown ----- — — — <br /> $ SM Silty Sand,dark grayish brown(2.SY 4/2),loose, _ 50 35 15/ <br /> ML do to moishnoncemented — _J, — 15 <br /> m SM Silt With Sand,dark grayish brown(2.5V 4/2) / 50 35 15/ <br /> r t,Mottled with black 10YR2/1 — — <br /> L--,----- Jr <br /> ML t Silty Sand,dark grayish brown(2.5Y 412),loose,/ 25 5/t <br /> ,drys to moister oncementetl-------- <br /> Silt With Sand,dark yellowish brown(1 OYR 4/4), <br /> stiff,dry to moist,strong cementation <br /> s <br /> �? <br /> 40-ML Sandy Silt,olive brown(2.5Y 4/3),loose,dry to 50 O/t <br /> rc moist,moderate cementation,Abundant mica, <br /> mottled with dark yellowish brown(1 OYR4/6) <br /> 0 <br /> z <br /> 0 <br /> O <br /> i <br /> w <br /> X <br /> 6 <br /> y 5 <br /> 0 <br /> z <br /> z <br /> 0 <br /> m <br /> 0 <br /> 0 <br /> O <br /> J Log Continued on Next Page Sheet 1 of 2 <br />
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