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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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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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LOG OF WELL MW-4 <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO 150047 01 <br /> COMMENTS <br /> PAGE--!-OF__L_ <br /> WELL DEPTH PID SAMPLE ID U S.0 DESCRIPTION <br /> DETAIL (FT) (PPM) BLOwCOUNT LOG <br /> O 17 SW 41-41 5/45 WELL GRADED SAND WITH CLAY, 85% FN-CRS. SA-SR. W GRDO <br /> 20 <br /> 38 SND 5x FN. SA-SR. PRLY GRDD GRVL V DNS. 10x FNS, DRK <br /> 42 Sw-SC ORNG BRN. NPO; MST, W HCL REACTION, W CEMENTATION; HOMO <br /> 44 41.5/45-45 7' CLAYEY SAND. 80% FN-M. SA-SR. W GRAD GRVL, LS, 20T. FNS <br /> 0 SC-SM DRK YLLW BRN. NPO; MST, N HCL REACTION; WEAK CEMENTATION <br /> M0 <br /> 46 7 <br /> 22 <br /> ' 48 SM 45 7-50 2' SILTY SAND, 65% FN-M, SA-SR. W GRDD SND; DNS. 33% FNS; <br /> L-M DRY STRNGIH, SLW-R OLTNCY, M-H TGHNSS. L-M PLST. <br /> STIFF. DRK YLLW BRN, NPO, MST. N HCL REACTION; WEAK <br /> CEMENTATION, HOMO <br /> 50 0 <br /> ' <br /> 23.3 <br /> 25 <br /> 52 50 2-55.2' POORLY GRADED SAND. >95% FN-M. SA-SR, PRLY GRDD <br /> SND, DNS, <5% FNS. M YLLW BRN. NPO; MST; N HCL <br /> SP REACTION; WEAK CEMENTATION. HOMO <br /> 54 <br /> 220 <br /> 56 38 MH 55.2-56 2' ELASTIC SILT, <57. FN. SA-SR SND. >95X FNS, M-H DRY <br /> ' <br /> 49 T S DRK RDBRN, �L � <br /> NPO. HCL REACTION; M <br /> MCEMENTATION; <br /> HOMO <br /> 58 <br /> . 56.2-65.3' CLAYEY SAND. 65% FN-M, SA-SR, W GRDD SND. 35x FNS; <br /> M-H DRY STRNGTH; N-SLW DLTNCY, L-M TGHNSS. L PLST; <br /> 60 0.9 NPO; DRY. WEAK HCL REACTION, M CEMENTATION; HOMO <br /> 35 SC/SM <br /> ' 50 FOR 4.51 <br /> 62 <br /> ' = 64 <br /> 0 - 4" ' <br /> 36 <br /> 66 50 FOR S 5 Sc <br /> —68- <br /> -70- <br /> 8 7Q 0 <br /> 38 65 3-66.3• CLAYEY SAND, 80% FN-M, SA-SR. W GRDD SND, V DNS; <20% <br /> SQ FOR 4' FNS. M DRK YLLW BRN, NPO; DRY-MST, N-WEAK HCL REACTION <br /> = 72 <br /> MH WEAK CEMENTATION HOMO <br /> —74- <br /> 0 <br /> 4 <br /> 4043 - y <br /> 78 50 FOR 3 5 <br /> ' 78 / <br /> � 66 3-76 5/80' SANDY ELASTIC SILT, 35% FN-M, SA-SR, W GRDD SND; 65x <br /> FNS. M-H DRY STRNGTH; SLW-R DLTNCY, L-M TGHNSS; L-M <br /> PLST. HRO. M YLLW BRN, NPO, DRY-MST. N HCL REACTION; <br /> 80 0 WEAK CEMENTATION, HOMO <br /> 41 MH <br /> 50 FOR 'Sr' <br /> 82 <br /> 1 <br />
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