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ARCHIVED REPORTS_XR0005668
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_XR0005668
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Entry Properties
Last modified
11/19/2024 1:50:31 PM
Creation date
4/28/2020 2:39:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005668
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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• • <br /> GROUND ZERO ANALYSIS LOG OF BORING S83 <br /> PROJECT LOCATION STOCKTON, CA PROJECT NO 263 <br /> DATE DRILLED 11/10/98 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE REG No 6759 <br /> DRILLING COMPANY VBI, DRILLER VIRGIL BAKER METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER _ 2 IN DEPTH DRILLED 41 5 FT_ DEPTH TO WATER INITIAL NA T STATIC _ NA FT <br /> CASING TYPE NA DIAMETER ISL SCHEDULE INTERVAL FT TO <br /> SCREEN TYPE NA .. DIAMETER IN SLOT SIZE IN INTERVAL FT TO ------FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE INTERVAL FT TO — FT <br /> COMMENTS PAGE.L OFA_ <br /> CPT DEPTH PID SAMPLE ID USC. DESCRIPTION <br /> LOG FT PPM BLOWCOUNT LOG <br /> ML/CL <br /> SM/ML 2 FILL <br /> 4 <br /> 7—� <br /> 6 <br /> 8 <br /> CL <br /> —10- <br /> 12 <br /> Q12 <br /> • 14 <br /> TW— 1 B <br /> 1 6 16 4-17 5' ELASTIC SILT (MH) 5% FN, A. PRLY GRDD SND, 95% FNS, <br /> ML/CL 6 MH L—M DRY STRNGTH, N DLTNCY, M TGHNSS, H PLST, BRN, NPO, <br /> MST <br /> 18 <br /> FINE GRAIN <br /> ML/CL 20- <br /> 22 <br /> CL <br /> CL 24 <br /> I <br /> ML/CL 25 TW—2 B 26 0-27 5' ELASTIC SILT (MH) 10Z FN—M, A. PRLY GRDD SND, 90% FNS, <br /> ID MH L—M DRY STRNGTH, N DLTNCY, M TGHNSS, M PLST, BRN, NPO, MST <br /> 8VERY —28— <br /> VERY <br /> STIFF <br /> FINE 30 <br /> GRAINED <br /> —32— <br /> CL <br /> 2CL 34 <br /> ML/CL 36 <br /> ML/CL 38 <br /> ML <br /> ML/CL <br /> 40 <br />
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