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ARCHIVED REPORTS_XR0003092
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_XR0003092
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Entry Properties
Last modified
2/11/2020 11:45:06 AM
Creation date
2/11/2020 9:50:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003092
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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WATER WORK <br /> WELL/BORING LOG <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO "'038500 <br /> WELL/BORING NO SB2 SURFACE ELEVATION NS FT WELLHEAD ELEVATI❑N NS FT <br /> DATE DRILLED 10/16/91 REVIEWED BY GREG STAHL RG 5023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY SPECTRUM EXPLORATI❑N DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER B IN DEPTH DRILLED 415 FT DEPTH TO WATER INITIAL FT STATIC FL <br /> ' CASING TYPE NA DIAMETER TN SCHEDULE INTERVAL FT TO EZ <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL U TO — FZ <br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL 0 FT Tp415 1 <br /> ' N❑TES ill <br /> WELL DEPTH PID SAMPLE ID U S G SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) LOWCOUN LOG <br /> ' 0 0-" SILTY SAND WITH GRAVEL; 55/. SR, M, W GRDD SNDI 15/ Sk M, W <br /> GRDD GRVL; 30/ FNS; N DRY STRNGTH, N DLTNCY; L TGHNSS, N <br /> PLST; DRK YLLW BRN NPO; DRYI N HCL REACTION; WEAK CEMENT- <br /> , 2 SN ATIONJ HOMO <br /> 4 <br /> 09 <br /> 1 4 <br /> 6 S.g-lg.s SILTY SAND; 65/ SA-SR FN W GRDD SNDI <35/ FNS; LS; M YLLW <br /> s BRN NPO/ DRY; N HCL REACTION, WEAK CEMENTATION HOMO <br /> 10 Ia 31 <br /> SM <br /> 12 <br /> 14 <br /> 09 n tgg-20g WELL GRADED SAND; >95/. SA-SR FN-CRS W GRDD SND, <5G FNS, <br /> 16 t M DNS, GRY ORNG; NPO; DRY; N HCL REACTION, WEAK CEMENTATION, <br /> ' 25 HOME] <br /> 1$ sW <br /> ' 20 09 t� _ 205_23/2] WELL GRADED SANDS >95'/. SA-SR, FN-CRS V GRDD SNDI <5% FNS, <br /> t <br /> t9 M DNSI M YLLW BRM NPO, DRY; N HCL REACTION, WEAK CEMENT- <br /> 22 ATIONi HOMO <br /> - - - - - sw <br /> - -- - - - - - <br /> ' 24 zs/27-ts/atr 14 WELL GRADED SANDt 95% SA-SR, FN-M, W GRDD SNDI 5/. FNS; <br /> DNSI PALE YLLW; NPO; DRY; N HCL REACTIONI WEAK CEMENTATION, <br /> 26 2 / HOMO <br /> 24 <br /> ' 2$ S" 29/30-40' WELL GRADED SANDi >957 SA-SR FN-CRS, W GRDD SNDI (57 FNS, <br /> DNSI M YLLW BRN NPO/ DRY; N HCL REACTION/ WEAK CEMENTATION; <br /> HOMO <br /> 30 10 12 <br /> ' 20 <br /> zo <br /> 32 <br /> ff-- ti�i)_D Gfin <br /> ' 34 0. <br /> EPSB2-355 Sv <br /> V J� <br /> 33 13 w '1r <br /> 36 17 GREC-aR� P. <br /> STAHL <br /> 38 ` N3. 5023 ; <br /> 40 EPS32-40 5' <br /> 26 <br /> 21 <br /> 42 <br /> ' PAGE i OF 1 <br />
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