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ARCHIVED REPORTS_XR0012735
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_XR0012735
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Entry Properties
Last modified
2/11/2020 12:18:01 PM
Creation date
2/11/2020 9:56:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012735
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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WATERWORK <br /> WELL/BORING LOG WO365.00 <br /> EKHDLM PRDPER7v LOCATION 1702 JACXSCIN STREET, ESCALGN CA PROJECT NO N5 rr <br /> PROJECT N- WELLHEAD ELEVATION <br /> SS5 SURFACE ELEVATION TCM LUTT ERMAN <br /> VELL/HflRING NO. REvIEVED HY GREG 57AHL RG. 5023 LOGGED BY <br /> 10/17!91 JOEL CUTTER METHOD M�Lf3v STEN AUGER <br /> DATE DRILLED �� FT STATIC _ r� <br /> DRILLING COMPANY SPECTRUM EXPLORATIRN DRILLER--ter <br /> e DEPTH DRILLED 40-5 F7 DEPTH TO WATER- INITIAL — - TO ET <br /> BORE HOLE DIAMETER �� - INTERVAL -^-- Y TO <br /> NA DIAMETER SCHEDULE �— F' <br /> CASING TYPE �� SLOT SIZE -��- INTERVAL �^�L <br /> NA DIAMETER 1 EL TO <br /> SCREEN TYPE-N-A -- INTEF VPL 0 FT TOi0-5 El <br /> FILTERPACK TYPE NA INTERVAL <br /> SAND CEM.aN7 SLURRY <br /> SURFACE SEAL TYPE�— <br /> NOTES <br /> VELL DEPTH PID <br /> AISLE EA USfi SAIL DESCRIPTION <br /> DETAIL (FT.) (PPV) LOVCOUN LOG <br /> 1 � <br /> 0-35/5' SILTY SAND WITH URAVEL' 55'1, SR FPL W GRDD SND, 15% SR. <br /> ES REACTION; E- CEMENTATION; HOMOw NPO: DRY; N HCL <br /> 5M <br /> 1= <br /> I <br /> 3.5/5-15-5' YLSRj N-1TOh; VEAK CEMENT- <br /> W SAND;NL PO. DRYN HCL REACT. <br /> 4 0.2 ASION; HOMO <br /> t s 3 <br /> 6 � <br /> S SM <br /> N . <br /> 10 02 29 <br /> ri <br /> 20 <br /> 1 12 <br /> VELL GRADED SAND; >957 SR, FN-CR>• V GRDD SNDj (5Z FNS; <br /> 14 15.5-29/31' 14-SL PO; DRY, H H R TIOR WEAK <br /> M DNS) PPLE YLLV: <br /> 2 a CEMENTATION HOMO <br /> 1� 2 SD GE J <br /> 16 <br /> 1.r: �g zO <br /> c� Q <br /> 18 En35-z)5' j GREGORY P. <br /> I aC 1.4 6 i STAHE <br /> No. 5023 'F <br /> 22 <br /> 24 qlE c7F CAL`E��� <br /> _ 12 12 <br /> 73 _ <br /> 26 1s GRADED <br /> 2a/31-31/34' SNn<10%FNSI H�DNS;WITH <br /> SILT <br /> YLjLV ERN- NPG; HST,N�HCL <br /> 2� REACTION VE.K CEMENTATION; HONG <br /> 31/34-34/37S' VELL GRADED SAND; >95% SR. FN-CRS, V GRDD SND;WE FNS: - <br /> 30 1.3 1f M DNS; DRK YLLV ORNG NPC DRY) N HCL REACTIO NL WEAK <br /> 1s SV-SM CEMENTATION; HOMO <br /> Ifi <br /> 32 — <br /> 34 RK <br /> SV 34/37.5-40.5' SI LV B ANDI 65p[b DRR F HCL REAL ION; HSCEHENT TION;DNS1D <br /> HOMO <br /> 1.3 11 <br /> 13 <br /> 36 IB <br /> 38 SM <br /> EPS85-440- <br /> 42 <br /> — PAGE—I— OF—1 <br />
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