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ARCHIVED REPORTS_XR0008403
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WASHINGTON
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2040
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2900 - Site Mitigation Program
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PR0506560
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ARCHIVED REPORTS_XR0008403
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Last modified
6/22/2020 8:34:24 AM
Creation date
6/22/2020 8:18:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008403
RECORD_ID
PR0506560
PE
2960
FACILITY_ID
FA0004535
FACILITY_NAME
CAL-FARM SUPPLY
STREET_NUMBER
2040
Direction
W
STREET_NAME
WASHINGTON
City
STOCKTON
Zip
95206
APN
14503004
CURRENT_STATUS
01
SITE_LOCATION
2040 W WASHINGTON
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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i <br /> Boring 8 Well Construction Lop Kennedy/.Janke/Chilton <br /> WIM LDCATIDN SE CORNER OF FENCED AREA <br /> Boring/Well Name MW--2 <br /> DRILLIN4 COMPANYSPECTRUMEXPLORATION DEER MIKE Project Nome CAL—FARM <br /> • DRILLING METHOD (S) O$ML B11(S) 512E <br /> HALLOW STEM AUGER 8-INCH _ 00 <br /> ISOLATION CASING FROM - TO FT <br /> Project Number <br /> NONE - ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT 232 FT 25 FT <br /> 2—INCH SCH 40 PVC + 5 10 3WYE STARTED DUE COMPLETED <br /> 4/6/89 4/6/89 <br /> FT2 <br /> PERFORATEDNCH SCH 40 0020-INCH SLOTTED PVC FROM 10 To 25 STATIC WATER ELEVATION <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT 20 FT <br /> MONTEREY N 1 C 9 25 LOGGED By <br /> TO FT L LAUDON/M DOCKUM <br /> SEAL1/4-INCH BENTONITE PELLETS FROM8 9 SAMPLING MED40DS ODMPLE11ON <br /> ptOUT NEAT CEMENT BENTONITE <br /> FROMURFACE TO $ rT CONTINUOUD CORE/ o SURFACE MOUSING <br /> / SPLIT SPOON 09 STAND PIPE ,J--rT <br /> ` SAMPLES VAELL CONSTRUCTION usa <br /> RA DEPTI� OVA SAMPLE DESCRIPTION AND DRILLING REMARKSTYPE REWYMY RESIST (F7) <br /> NO (FEET) AL) <br /> 1 5 3 LOCKINAR o CLAY DARK BROWN, 59: SILT, LOW MOISTURE, <br /> 7 CONDUGRADES TO DARK BROWN WITH BLACK/RED <br /> CASING MOTTLING, 107. GRAVEL AND SAND AT 3 FT, <br /> VERY BRITTLE, NO MOISTURE <br /> C C WATER <br /> INSERT <br /> NEAT CEMENT/ <br /> } 5 BENTONITE 5 0 <br /> I #2 1 5 T3 7 GROUT 0 CMOISTURE U MEDIUM BROWN, 10% SILT, LOW <br /> 2-INCH <br /> SCH 40 PVC <br /> BLANK CASING ' <br /> CC <br /> 1/4—INCH <br /> $ENTONITE <br /> J3 1 5 6 4 10 PELLETS 10 0 <br /> 0 <br /> : 17 C 0 <br /> L <br /> CC <br /> CLAY. AS ABOVE - LIGHT GRAY TO LIGHT <br /> IBROWN AT 14 FT, GRADING TO REDDISH <br /> 4 1 5 4 15 SCH CH 15 0 BROWN AT 15 FT <br /> 2 0 020-INCH 0 <br /> SLOTTED WELL <br /> 1 SCREEN <br /> CC <br /> 20 20 0 CLAY AS ABOVE - COLOR CHANGES TO <br /> g 4 a GREEN AT 22 FT <br /> 7 0 <br /> I <br /> NO 1C <br /> C C MONTEREY <br /> FILTER PACK <br /> 25 <br /> PVC THREADED 807TOM OF BORING AT 25 FT <br /> END CAP <br /> NOTES 1 OVA LISTED BY HEADSPACE/ <br /> IN AUGERS/IN WORKSPACE <br /> 2 HEADSPACE PERFORMED AS <br /> DESCRIBED IN TEXT <br /> 3 a GROUNDWATER ENCOUNTERED <br /> = AT TIME OF DRILLING <br /> 4 ALL CONTACTS ARE APPROXIMATE <br /> 5 CC = CONTINUOUS CORE <br /> SHEET 1 OF 1 <br />
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