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ARCHIVED REPORTS XR0008266
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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SAN JUAN
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620
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3500 - Local Oversight Program
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PR0543728
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ARCHIVED REPORTS XR0008266
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Entry Properties
Last modified
9/6/2018 9:20:36 AM
Creation date
9/6/2018 9:10:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0008266
FileName_PostFix
XR0008266
RECORD_ID
PR0543728
PE
3528
FACILITY_ID
FA0005008
FACILITY_NAME
PCI-PAINTING
STREET_NUMBER
620
Direction
N
STREET_NAME
SAN JUAN
City
STOCKTON
Zip
95203
APN
13339001
CURRENT_STATUS
02
SITE_LOCATION
620 N SAN JUAN
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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0-0 4' ASPHALT <br />2 0 4-5 S' LEAN CLAY, <5% FN, SA -SR, PRLY GR00 SNO; >95% FWS, M -H DRY <br />CL STRNGTH, N-SLW DLTNCY, M TGHNSS; M -H PLST STIFF; DRK YLLW 6RN, <br />NO ODOR. MST, N HCL REACTION, WEAK CEMENTATION, MOTTLED WHrrE <br />4 CP -583-5' <br />0.3 4 <br />5 <br />5 <br />6 <br />8 <br />10 <br />12 <br />14 <br />7�� <br />18 <br />20 <br />GREGORY P. <br />24 STWL <br />* No. 5023 <br />26— <br />J Z' <br />fiTf 4F CAL�F�Q�`� //}} <br />28- <br />30- <br />32 <br />8 30 <br />32 <br />40 <br />LOG OF BOR NG S83 <br />PROJECT CORRIGAN PROPERTY LOCATION <br />620 SAN JUAN DRIVE. STOCKTON <br />CA <br />PROJECT NO. W0541XD <br />DATE DRILLED 01[28/93 LOGGED BY <br />TOM LtnTERMAN <br />REVIEWED BY GREG STAHL RG No 5023 <br />DRILLING COMPANY SPECTRUM EXPLORATION DRILLER VAN LEONARD <br />METHOD <br />HOLLOW STEM AUGER <br />BORE HOLE DIAMETER 6 IM DEPTH DRILLED <br />4 FT DEPTH TO WATER <br />INITIAL <br />NA _ FT STATIC H_ A FT <br />CASING TYPE NA DIAMETER IN <br />SCHEDULE - <br />INTERVAL - <br />- - -- FT- TO - FT - <br />SCREEN TYPE NA DIAMETER IN <br />SLOT SIZE _, - IN <br />INTERVAL <br />ET- TO - FT <br />FILTER PACK TYPE NA <br />INTERVAL <br />FT TO - FT <br />SURFACE SEAL TYPE NEAT CEMENT OVER 2' OF BENTONITE <br />INTERVAL <br />0 FT TO 55 FT <br />COMMENTS <br />PAGE OF— <br />WELL DEPTH PID U.S C. <br />DESCRIPTION <br />DETAILFT ) (PFU BLOWCOuwr LOG <br />0-0 4' ASPHALT <br />2 0 4-5 S' LEAN CLAY, <5% FN, SA -SR, PRLY GR00 SNO; >95% FWS, M -H DRY <br />CL STRNGTH, N-SLW DLTNCY, M TGHNSS; M -H PLST STIFF; DRK YLLW 6RN, <br />NO ODOR. MST, N HCL REACTION, WEAK CEMENTATION, MOTTLED WHrrE <br />4 CP -583-5' <br />0.3 4 <br />5 <br />5 <br />6 <br />8 <br />10 <br />12 <br />14 <br />7�� <br />18 <br />20 <br />GREGORY P. <br />24 STWL <br />* No. 5023 <br />26— <br />J Z' <br />fiTf 4F CAL�F�Q�`� //}} <br />28- <br />30- <br />32 <br />8 30 <br />32 <br />40 <br />
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