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2900 - Site Mitigation Program
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PR0531103
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Last modified
12/11/2019 8:57:25 AM
Creation date
12/11/2019 8:33:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0531103
PE
2950
FACILITY_ID
FA0020032
FACILITY_NAME
C A MATT FORMER TEXACO
STREET_NUMBER
1303
STREET_NAME
FIRST
STREET_TYPE
ST
City
ESCALON
Zip
95320
APN
22709001
CURRENT_STATUS
01
SITE_LOCATION
1303 FIRST ST
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Hanover Environmental Services,Inc. <br /> 1072 Marauder SL,suite 220 Well Log <br /> Chico CA 95973 <br /> Project Number- BEN-103-2P1 Well Number: SB-2 <br /> Project Name: Bender Rosenthal, Inc. Location: Escalon, CA <br /> Drilling Contractor. Fisch Environmental Logged By:Mason McKellips <br /> Drilling Method: Geoprobe Date Started: 12-03-09 Total Depth:12 fL Depth to Water. NA <br /> Borehole Dia.(in): 20 Completed: 12-03-09 Surface Elev.: TOC Elev.: <br /> Blank Casing: NA Type: NA Surface Seal Type:Neat Cement <br /> Dia. (in): NA Interval (R bgs): NA Interval(ft bgs)From: 12.0 <br /> To: surface <br /> Screen: NA Type:NA Slot:NA Filler Pack Type: NA <br /> Dia. (in): NA Interval (ft bgs):NA Interval(ft bgs)From: NA <br /> Remarks: From approximately 0 to 3 feet is artificial fill consisting of crushed roack and braked up concrete. <br /> CL <br /> e = o J m <br /> v E <br /> o. E E 3 CL cyr Material Description Well Const <br /> o <br /> i o CO 010i m 0 <br /> t I <br /> 2 <br /> 3 <br /> 4 1 ML Sandy slit-Light brown(7.5YR 6/4),bole,dry.About 30%fine sand,abort 1.0 <br /> 5 70%fines with no plasticity. <br /> e <br /> 7 <br /> a z ML Sandy sih-Light brown(7.5YR 6/4),stiff,dry.About 30%fine sand,about 0,7 <br /> 9 70%fines with no plasticity. <br /> It9 <br /> t1 <br /> 12 3 ML Sit with sand-Light broom(7.5YR 6/4),very stiff,dry.Abort 20%fine send, 0.5 <br /> 13 about 80%fines with no plasticity,Slightly cemented. <br /> i 74 <br /> � 75 <br /> to <br /> 17 <br /> 19 <br /> 79 <br /> 20 <br /> 21 <br /> 22 <br /> 23 <br /> 24 <br /> 26 <br /> 26 <br /> 27 <br /> 26 <br /> 29 <br /> 30 <br /> Page 1 of 1 <br />
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