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ARCHIVED REPORTS_XR0005664
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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8200
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3500 - Local Oversight Program
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PR0545621
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ARCHIVED REPORTS_XR0005664
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Entry Properties
Last modified
11/19/2024 1:50:30 PM
Creation date
4/28/2020 2:35:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005664
RECORD_ID
PR0545621
PE
3528
FACILITY_ID
FA0003977
FACILITY_NAME
SPEEDY FOOD #2*
STREET_NUMBER
8200
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95212
CURRENT_STATUS
02
SITE_LOCATION
8200 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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GROUND ZERO ANALYSIS LOG OF WELL MW3 <br /> PROJECT TULEBURG WAREHOUSE LOCATION 82110 NORTH HIGHWAY 99 STOCKTON CA PROJECT NO 263 <br /> DATE DRILLED 10/7/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN LANE RG Na 6795 <br /> DRILLING COMPANY SPECTRUM DRILLER BOBBY NIXON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER _ e IN DEPTH DRILLED 76 EL DEPTH TO WATER INITIAL 61 FT STATIC 61_ _ FT <br /> CASING TYPE PVC F480 DIAMETER SAL SCHEDULE 40 INTERVAL O FT TO 56 FT <br /> SCREEN TYPE PVC F480 DIAMETER 2 IN SLOT SIZE 0 020 IN INTERVAL 56 FT TO 76 FT <br /> FILTER PACK TYPE INTERVAL 54 FT TO 76 FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT OVER BENTONITE INTERVAL 0 FT TO 54 Q <br /> COMMENTS PAGE I_OF__2_ <br /> WELL DEPTH FID SAMPLEID U 5 C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> ASPHALT <br /> 3r-4 5' FILL <br /> 2 FILL <br /> 4 <br /> 45-6/95, FAT CLAY (CL) <19 FN SND 100% FNS H DRY STRNGTH, <br /> N DLTNCY, H TGHNSS H PLST, DRK BRN, NPO, <br /> _ = 0 CH DRY-MST <br /> 6 <br /> 8 <br />' 6/95-11/14 S. LEAN TO FAT CLAY (CL/ML) <5% FN SND, >95% FNS, H DRY <br /> STRNGTH N-SLW DLTNCY, M-H TGHNSS M-H PLST BRN <br /> 10 NPO DRY-MST <br /> O CL/CH <br />' 12 <br /> 11/14 5-1 6/19 5' WELL GRADED SAND (SW) >95% FN-CRS, A-SA, W GRDD <br /> L t4 SND <5% FNS BRN NFO DRY-MST <br /> 0 SW <br /> 16 <br /> 18 <br /> 16/19 5-21/24 5 SILT (ML) 5% FN-M SND 95% FNS L DRY STRNGTH, <br /> _ = R DLTNCY, L TGHNSS, N-L PLST, RED BRN, NPO, DRY-MST <br /> 20 ML <br /> 0 <br /> 22 <br /> - - 21/24 5-26/29 5 LEAN CLAY WITH SAND (CL) 20% SNO 80% FNS M-H <br /> DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, BRN, NPO, <br /> 24 DRY-MST <br /> t 0 CL <br /> 26 <br /> 26/29 5-31/34 5' SILT (ML) 10% SND, 90% FNS, L DRY STRNGTH, R DLTNCY, <br />' 28 L TGHNSS, N-L PLST, NPO DRY-MST, CALCAREOUS <br /> TW-MW3-30' <br /> 30 ML <br /> — 0 <br /> 32- <br /> 31/34 5-35' SILTY SAND (SAI) 75% FN-M A-SA W GRDD SND 257 <br /> FNS t-M DRY STRNGTH, SLW-R DLTNCY, L-M TGHNSS, L-M <br /> PLST, BRN, NPO, DRY-MST <br /> - _ 34 SM <br /> O <br /> 36 <br />' - 35-41/44 5' LEAN CLAY WITH SANG (GL) 15-25X FN-M, 75-85X FNS, <br /> M-H DRY STRNGTH N-SLW DLTNCY, M TGHNSS, BRN, NPO, <br /> DRY-MST, CALCAREOUS <br /> 38 CL <br /> 40 0 <br />
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