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FIELD DOCUMENTS_FILE 1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WILSON
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102
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3500 - Local Oversight Program
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PR0545890
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FIELD DOCUMENTS_FILE 1
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Last modified
7/22/2020 10:56:31 AM
Creation date
7/22/2020 10:44:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 1
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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GROUND ZERO ANALYSIS LOG OF BORING SB26/VAPOR WELLS VW4 & VW5 <br /> PROJECT KNOWLES—ROEK LOCATION 102 & WILSON WAY STOCKTON CA PROJECT NO. 95-006 <br /> DATE DRILLED 10/05-06/95 LOGGED BY LOIS FRANK/JEANNE BUCKTHAL REVIEWED BY GREG P. STAHL RG NO, 5023 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER DOUG SHEARER/RANDY HORTON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 12 IN DEPTH DRILLED 60 FT DEPTH TO WATER INITIAL MA FT STATIC FT <br /> VAPOR 1/612 VW4 <br /> CASING TYPE PVC F480 DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO 5o FT <br /> SCREEN TYPE PVC F480 DIAMETER 4 IN SLOT SIZE n.1n IN INTERVAL 5o FT TO 6o FT <br /> FILTER PACK TYPE PEA GRAVEL INTERVAL 48 FT TO so FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 42 FT TO 48 FT <br /> VAPOR WELL VW5 <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 R TO 14 FT <br /> SCREEN TYPE PVC F480 DIAMETER 2 IN SLOT SIZE n.1n IN INTERVAL 14 FT TO 42 FT <br /> FILTER PACK TYPE PEA GRAVEI INTERVAL 12 FT TO 42 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 12 FT <br /> COMMENTS: PAGE 1 OF <br /> WELL DEPTH PID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-11.5/15' ELASTIC SILT/LEAN CLAY; 5% FN, SA—SR, PRLY GRDO SND; 95% <br /> FNS; M DRY STRNGTH; SLW DLTNCY; M—H TGHNSS; M—H PLST; <br /> 2 V STIFF; DRK YLLW BRN; SL PO; MST; WEAK CEMENTATION; <br /> HOMO <br /> 4 <br /> 12 8 <br /> 8 10 <br /> 14 <br /> B <br /> 10 S926-10.5' MH/CL <br /> 145 <br /> e <br /> 9 <br /> 10 <br /> 12 <br /> 14 11.5/15-41.5' ELASTIC DRY STRNCT}i; SLW fiLTNCY,� L <br /> L—MTGHNSS; M�H PLSTSTIFF- <br /> SB26-15.5' V STIFF; M YLLW BRN; M—STRNG P0; DRY—MST; M—WEAK <br /> 6 CEMENTATION; HOMO <br /> so <br /> 1800 10 <br /> 16 12 <br /> 18 <br /> 20 SB26-20.5' <br /> 3 <br /> >2500 7 <br /> 1 <br /> 22 <br /> qw 24 <br /> SB26-25.5' <br /> 5 <br /> 26 >2500 7 MH <br /> 9 <br /> 28 <br /> is <br /> 30 S926-30.5' <br /> 7 <br /> >2500 10 <br /> 12 <br /> 32- <br /> -34- <br /> - <br /> >25DO 4 <br /> 38 8 <br /> 18 <br /> 38 <br /> >2500 <br />
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