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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 BORING SB2 <br />' PROJECT TUL FRUR2 WAIIEHgUSE LOCATION STOCKTON CA PROJECT NO 263 <br /> DATE DRILLED 11/10/98 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE REG Na 6759 <br /> {• DRILLING COMPANY DRILLER VIRGIL BAKER METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 2 Ire DEPTH DRILLED 73 2 FT DEPTH TO WATER INITIAL 65 0FT STATIC _ NA T <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT_ TO . FT_ <br /> SCREEN TYPE DIAMETER IN_ SLOT SIZE 111- INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL FT TO I <br />' SURFACE SEAL TYPE GROUT WITH NEAT CEMENT INTERVAL _ FT TO FL <br /> COMMENTS EROM BORINGPAGE. OF 2 <br /> CPT DEPTH PID AMPLEID U 5 C DESCRIPTION <br /> LOG FT PPM BLOWCOUNT LOG <br /> 'm Jul <br /> ML/CL <br /> VERY 2 <br /> STIFF <br /> FINE <br /> GRAINED <br /> ML/CL 4 FILL <br />' ML <br /> 6 <br /> ML/CL 8 <br /> CL 10 <br />' ML/CL 12 <br /> o—o <br />' 14 <br /> CL <br /> 1 <br /> 16 <br />' 18 <br /> ' 20 <br /> 22 <br /> ' CL <br /> 2< <br /> TW-2A <br /> ' 25 0-26 5 LEAN CLAY WITH SAND (CL) 20% FN. A PRLY GR00 SND, 80% <br /> 26 40 CL FNS, N DLTNCY. M PLST BRN GRY. SL PO, MST <br /> ' VERY 2& <br /> STIFF <br /> FINE <br /> GRAINED <br /> 30 rw-3A SM 30 5-31 0' SILTY SAND (SM) 70-7S% FN. A, PRLY GRDD SND, 30-357. FNS <br /> ML SLW DLTNCY, L PLST, BRN, SL PO, MST <br /> ML <br /> 310-32 0' SILT WITH SAND (ML) 15-257. FN, A. PRLY GRDD SNO, 85-757 <br /> 32 100 FNS, SLW DLTNCY, L PLST. SFT. DRK BRN, SL PC. MST <br /> CL <br /> 34 <br /> ML/CL <br /> CL 36 <br /> ML/CL 38 <br /> 39 0-40 0 LEAN CLAY WITH SILT (CL/MH) 5% FN. A PRLY GRDD SND 95x <br /> ' FINE GRAIN 40 60 CL/MH FNS, SLW DLTNCY. L–M PLST. DRK BRN SL PC DRY–MST <br />
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