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FIELD DOCUMENTS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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FREMONT
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1950
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2900 - Site Mitigation Program
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PR0523458
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Entry Properties
Last modified
1/9/2020 2:48:08 PM
Creation date
1/9/2020 2:35:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0523458
PE
2959
FACILITY_ID
FA0015852
FACILITY_NAME
FORMER TEC FACILITY
STREET_NUMBER
1950
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
952032041
APN
13336040
CURRENT_STATUS
01
SITE_LOCATION
1950 W FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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0 . 0 <br /> Location Map E A R T HT E c x Borehole/Well No: MW-2 <br /> A 2yCO INTERNATIONAL LTO.COMPANY Page 1 Of 2 <br /> Project Name: Tyco Electronics Fremont Street Project No.: 102790 <br /> Client: Tyco Electronics Corporation Borehole Depth: 20' <br /> Borehole Diameter: 3"/8" <br /> Driller: Gerardo G.of RSI Start Date: 06/09/08 <br /> Drilling Equipment: Hand Auger/Geoprobe 6620DT combo rig Completion Date: 06/09/08 <br /> Location Description: Northeast Drilling Method: Hand auger/DPT and HSA Logged By: P.Dotson <br /> corner of building Sampling Method: Dual tube Checked By: B.Loebner <br /> E 7 Z+ E c, Q a <br /> CL O .�. <br /> cc <br /> U > <br /> Sample a <br /> E c' 0) ° ° Litholo Remarks <br /> ID. m W o U) � 9Y <br /> Begin 1135. <br /> 0.0-4.0'LEAN CLAY:very dark grayish brown(1 OYR 3/2)mottled Hand augured to <br /> with very dark gray(1 OYR 3/1);some silt;medium to high plasticity; 5'bgs. <br /> very soft to soft;damp Push 4'liners to <br /> collect soil <br /> samples for <br /> CL lithology. <br /> Ream borehglg <br /> 5/5 2.5 with 8"O.D. <br /> hollow-stem <br /> augers to 20' <br /> Install 2" <br /> 4.0'grades to diameter <br /> SILTY CLAY:dark yellowish brown(1 OYR 3.5/6);medium plasticity; monitoring well. <br /> soft to medium stiff;damp to moist <br /> 5 5 <br /> Y <br /> 1145 3/3 <br /> 7.5 CL 7.5 <br /> ,o <br /> 1148 4/4 10 <br /> 11'grades to <br /> CLAYEY SILT:brown(1 OYR 5/3);low plasticity;medium stiff;damp <br /> 12.5 ML 12.5 <br /> 115 4/4 13.5' SILTY SAND:light olive brown(2.5Y 5/3);60%fine sand;40% <br /> SM low plastic fines;loose;saturated <br /> 14'grades to <br /> ,5 <br /> 15 ML <br /> L:Iworkl 1027901genera hGWM Report 12Q20081&ring Logs <br />
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