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ARCHIVED REPORTS_XR0003098
Environmental Health - Public
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EHD Program Facility Records by Street Name
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J
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JACKSON
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1702
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3500 - Local Oversight Program
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PR0545315
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ARCHIVED REPORTS_XR0003098
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Last modified
2/11/2020 11:49:32 AM
Creation date
2/11/2020 9:53:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003098
RECORD_ID
PR0545315
PE
3528
FACILITY_ID
FA0003572
FACILITY_NAME
DAVES UNION SERVICE
STREET_NUMBER
1702
STREET_NAME
JACKSON
STREET_TYPE
ST
City
ESCALON
Zip
95320
APN
227-14-011
CURRENT_STATUS
02
SITE_LOCATION
1702 JACKSON ST
P_LOCATION
06
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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�! LOG OF WELL VW-3 <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE, ESCALON CA„ PROJECT NO 150047 01 <br /> IODATE DRILLED 10/18/93 LOGGED BY TOM LUTTERMAN REVIEWED BY GREG P STAHL RG No 5023 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL STAPELTON METHOD HOLLOW STEM AUGER <br />' BORE HOLE DIAMETER _ -10-Am DEPTH DRILLED 50 FT DEPTH TO WATER INITIAL NA FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FL TO t9 FT <br /> SCREEN TYPE PVC F480 DIAMETER 4 IN SLOT SIZE 0 020 IN INTERVAL 19 FT TO ... 49 FT <br /> FILTER PACK TYPE #3 SILICA SAND _ „_ INTERVAL 17 ET TO so FT <br />' SURFACE SEAL TYPE NEAT CEMENT OVER 2 BENTONITE INTERVAL 0 FT TO _ 17 FT <br /> COMMENTS PID BACKGROUND READINGS 0-3 PARTS PER MILLION (PPM) PAGE I OF-2— <br /> WELL <br /> FzWELL DEPTH PID SAMPLE ID U 5 C DESCRIPTION <br />' DETAIL FT PPU BLOWCOUNT LOG <br /> 0-11 5/15 FILL <br /> _ 2 <br /> 4 <br />' FILL <br /> 8 <br />' 10 <br />' 12- <br /> 11 5/15-36 5/40' POORLY GRADED SAND, >95% FN—M, SA—SR, PRLY GRDD <br /> SND, M—DNS, <5% FNS, M ORNG—M YLLW BRN, SL—M OLD <br /> ip 14 GAS ODOR DRY—MST N—WEAK HCL REACTION, WEAK <br /> EP—VW3-15 5 CEMENTATION, HOMO, FeOY <br /> 7 <br /> 16 88 11 <br /> 12 <br />' 18 <br /> 2a 5 <br /> 20 9 <br /> 11 <br /> 22 <br />' — 24 <br /> EP—VW3-25 5' SP <br /> - 6 <br /> 26 10 13 <br /> 16 <br /> 28 <br />' 30 <br /> _ 7 <br /> 5 11 <br /> = 18 <br /> 32 <br /> _ 34 <br /> EP—VW3-35 5' <br /> = 8 <br /> 36 5 B <br /> _ 12 <br />' 36 5/40-415/45' WELL GRADED SAND WITH CLAY AND GRAVEL >75% <br /> 38 FN—CRS, SA—SR, W GRDD SND, 15% FN—CR5, SA—SR, <br /> W GROG GRVL, <tO% FNS, M YLLW BRN, N—SL PO, MST, <br /> SW— N—WEAK HCL REACTION WEAK CEMENTATION HOMO <br />' — 40 SC/SM <br />
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