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ARCHIVED REPORTS_XR0013092
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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J
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JACK TONE
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1501
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3500 - Local Oversight Program
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PR0545313
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ARCHIVED REPORTS_XR0013092
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Entry Properties
Last modified
2/11/2020 9:52:25 PM
Creation date
2/11/2020 9:39:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013092
RECORD_ID
PR0545313
PE
3528
FACILITY_ID
FA0006672
FACILITY_NAME
FLYING J TRAVEL PLAZA #618*
STREET_NUMBER
1501
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22811017
CURRENT_STATUS
02
SITE_LOCATION
1501 N JACK TONE RD
P_LOCATION
05
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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Boring No. ED,MR& <br /> SB_2 Contractor:Gre Drillin Drill Crew: <br /> LW Luis Nen"4— Roberto Remires and An el SalazProsect Name and Location: Date Started: a <br /> 10 <br /> Flying)Travel Plaza 21x12010 2!xive C <br /> 1501 North Jack Tone Road Logged by: Protective Cover: <br /> Ripon,CA 95366 Kenneth Earnest NIA <br /> Well Construction Information: <br /> Casin Diameter in: N/A Well De th k: NIA Water level while drilling ft <br /> Screened interval ft: NIA Well Screen: NIA Water level at completion(ft): 25 <br /> 6+ Filter pack interval(ft): NIA Well Riser: NIA Boring De th(ft): <br /> Seal interval ft: NIA Seal e: NIA Slotted Screen Size: NIA <br /> Grout Interval ft: N/A Filter pack: N/A Sampling Method: Split Spoon <br /> Well Completion Sample t1SCS Headspace Visual <br /> Backfill Casing Depth Interval Symbol (ppm} Recovery Lithology Description <br /> Surface 0-6 Concrete. <br /> 1 SM Concrete to 6 inches. <br /> a 2 Sand,dark brown,very fine to coarse grained,very silty. <br /> 3 100% <br /> 4 <br /> 5 _ O.D - - — <br /> 6 SM -:'Sand,dark brown,very fine to coarse grained,very silty- <br /> '" 7 <br /> 8 100 <br /> 9 <br /> 10 07 — <br /> 11 SM Sand,dark brown,very fine to coarse grained,silty wftb pebbles <br /> 12 <br /> 13 100% <br /> Ir.. 14 <br /> 15 0.0 <br /> 16 SM Sand,dark brown,very fine to coarse grained with interbedded clayey sift <br /> lenses. <br /> 17 <br /> 18 100% <br /> 19 <br /> 20 _ 0.0 <br /> 21 SM Sand,dark brown,very Fine to coarse grained with interbedded clayey sift <br /> lenses. <br /> 22 <br /> 23 100% <br /> 24 - - <br /> 25 — - - <br /> 26 <br /> 27 <br /> 28 <br /> 29 <br /> 30 <br /> 1 1 <br /> Boring Terminated at 25 feet. <br /> i.r <br /> 4 <br /> itrr <br /> 1.+ <br /> ih.. <br />
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