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ARCHIVED REPORTS XR0012572
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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M
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MADISON
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423
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0012572
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Entry Properties
Last modified
5/7/2019 9:22:25 AM
Creation date
5/7/2019 8:33:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012572
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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W <br /> �T. M°?f r ��' s. 7�� fi +�F � :�' '� �` � _ i� �� k,, _r��x.�}I. �l•fir r/ `� • „�,, <br /> WA ERWORK <br /> WELL/BORING LOG <br /> PROJECT CHASE CHEVROLETLOCATION 423 NORT_q MADISON. STQCKTe1N_CA PROJECT NO, 20]99-1 <br /> VELL/BORING NO. SBZ SURFACE ELEVATION - NS - EL WELLHEAD ELEVATION NS <br /> DATE DRILLED 22/10/90 REV[EVED BY LOGGED BY LOIN FRA-NT7 - <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER TED COFFEY METHOD }SLOW STEM AUGER <br /> FORE HOLE DIAMETER B IN DEPTH DRILLED Z1.7 FT DEPTH TO WATER, INITIAL FT STATIC _ — ' FT <br /> CASING TYPE DIAMETER — IN SCHEDULE INTERVAL — ---l TO� --' FT <br /> SCREEN TYPE DIAMETER --==--2L SLOT SIZE INTERVAL -- FT TO FT <br /> FILTER PACK TYPE INTERVAL FT TO SFT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL TO_ RIs FT <br /> - NOTES ABANDONED WITH NEAT CEMENT <br /> WELL DEPTH PID SAMPLE ID am SOIL DESCRIPTION <br /> DETAIL (FTJ (PPM) mawcaw LOG <br /> 0 or, ASPHALT <br /> FILL ,3-13' GRAVELLY FILL <br /> 2 1.3-1D' WELL GRADED SAND WITH SILT) >03:C A—SA. F—CRS, H—HRA VELL <br /> GROD SNm TR F GRVL) 05% FNA V SFT) LT OLIVE GRY)NPC4 N <br /> 4 ORG HSTI WEAK CEMENTATION; CHARCOAL FRAGMENTS) PROS FILL <br /> it <br /> 6 SV—Sm <br /> 8 <br /> 10 IO—II S/15' FAT CLAY)CSX SND; 795% FNSj H—VH DRY STRNGTHI N—SLW DLTNJ <br /> 69 CY) H TGHNSSI H PLST)FRH—MRD) CRY DLK—OLIVE SM NPQ N <br /> 12 CH Q% MST; WEAK CEMENTATION <br /> 113/LS—ICb3/2D'SANDY ELASTIC SILT) (301. SND[ )70,4 FNS) L—H DRY STIG;GTW <br /> I4 SLW—R DLTNCY; L TGHNS,% M PLST) FRMI H YLLV ER4 H M N <br /> cc— ORGI MST; H CEMENTAT113N <br /> SB2- <br /> 16 sse 15.3' MH <br /> 16.7/20—E.S POORLY GRADED SAND )907: SA—SR.F.H—HRO, PRLY GRDD SNA <br /> <lu FNA V SFT) DR4 YLLV RQ4 N PQ; N CRCs MST; WEAK CE- <br /> Ig - MENTATION <br /> Zp c_- sP <br /> 14 SD2— <br /> Z0 5' <br /> 22 <br /> 24 <br /> , <br /> 26 yq0¢ F01 <br /> 30 RUSSELL W. <br /> JUNCAL <br /> 32 <br /> � No.3864 <br /> 34 <br /> OF mm-13 <br /> _._. .. ......36...._. _ J _._ . ......... <br /> 38 <br /> 40 <br /> 42 <br /> PAGE -i OFA, <br /> 1111 will III, <br /> ElmK .. <br />
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