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ARCHIVED REPORTS_XR0003229
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0541693
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ARCHIVED REPORTS_XR0003229
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Last modified
2/6/2020 1:27:05 PM
Creation date
2/6/2020 11:20:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003229
RECORD_ID
PR0541693
PE
2960
FACILITY_ID
FA0023897
FACILITY_NAME
TOYOTA TOWN INC
STREET_NUMBER
610
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906033
CURRENT_STATUS
01
SITE_LOCATION
610 N HUNTER ST
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' AWASSOCIATES INC <br /> IN Graphs Dere,Yu WD,CaRM,95761 LOG OF WELL Mw5 <br /> PROJECT _ FARMER PROPERTY LOCATION 610 NORTH HUNTFR STREET STOCKTON, CA PROJECT NO 62596.0001 _ <br /> DATE DRILLED 3-24-98 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSFY Q474111 <br /> DRILLING COMPANY MW QRILLING INC. DRILLER LARRY DIBBLE METHOD HOLLOW STEM ANGER _ <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 41 FT DEPTH TO WATER INITIAL -25 _ FT STATIC 25.5_ FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 21 FT <br /> SCREEN TYPE _PVC„ „ DIAMETER __2 IN SLOT SIZE 0.020 IN INTERVAL - -- 21 FT TO 41 FT <br /> FILTER PACK TYPE _-SRL SUPREME SAND NO. 8 _ INTERVAL 19 FT TO 41 _ FT <br /> SURFACE SEAL TYPE _NEAT CEMENT OVER BENTONNITE INTERVAL 0 F? TO _19 FT <br /> COMMENTS — 4 pl2m PAGE I OF <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPI BLOWCOUHT LOG <br /> ' 0-3' - Asphalt and Concrete <br /> 2 <br /> 4 <br /> 22 <br /> 6 1 4 23 <br /> ' 29 <br /> 8 <br /> CL <br /> 3--165/200 LEAN CLAY (CL) <157 FINE POORLY GRADED SAND <br /> _10- 1 4 tl >857 FINES, MEDIUM TOUGHNESS MEDIUM—HIGH <br /> 12 PLASTICITY, MODERATE YELLOWISH BROWN NO <br /> t9 PRODUCT ODOR NO ORGANICS DRY—MOIST WEAK <br /> Z-12 CEMENTATION HOMOGENOUS <br /> 14 <br /> 12 <br /> 1fi 1 4 20 <br /> 28 <br /> 1$ <br /> 20- 5 <br /> 2 0 7 SM <br /> ' = 2 16 5/20 0-21 5/25 0 SILTY SAND (SM) 60%FINE—COARSE, WELL GRADED <br /> 22 SAND 40% FINES MEDIUM DARK GREY SLIGHT <br /> — PRODUCT ODOR NO ORGANICS MOIST WEAK <br /> 24 CEMENTATION HOMOGENOUS <br /> — 61 FP—MW5-25 5 <br /> —~ 1331 <br /> = r 26 32 SP--SM <br /> 1= 21 5/25 0-26 5/30 O POORLY GRADED SAND WITH SILT (SP--SM) 90% FINE <br /> 28 POORLY GRADED SAND 10% FINES SLIGHT PRODUCT <br /> ODOR <br /> FP—MW5-30 5 <br /> 1 ' _ 30 33 9 <br /> ' s <br /> io CL <br /> 2 26 5/30 0-31 5/35 0' LEAN CLAY (CL) <157. FINE POORLY GRADED SAND <br /> 32 >857. FINES, LOW-MEDIUM TOUGHNESS, MEDIUM <br /> f`- <br /> PLASTICITY, DARK YELLOWISH BROWN, NONE—SLIGHT <br /> ' PRODUCT ODOR NO ORGANICS MOIST WEAK <br /> : 3b CEMENTATION HOMOGENOUS <br /> FP—MW5-35 5 <br /> — SP-SM <br /> R 5 38 31 5/35 0-41 5' POORLY GRADED SAND WITH SILT (SP-SM) 90% FINE <br /> — POORLY GRADED SAND, 10% FINES, DARK YELLOW <br /> BROWN, NO PRODUCT ODOR NO ORGANICS, MOIST <br /> 1 4 15 WEAK CEMENTATION HOMOGENOUS <br /> 20 <br /> — 22 <br /> 42 <br />
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