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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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EHD - Public
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1 AYC,,SOCIATES INC <br /> 1260 Ora$cs pnre,Vokio,CawA 01 LOG OF BORING S B 8 <br /> PROJECT FARRIER PROPERTY LOCATION 610 NORTH HUNTER STREET, STOCKTON, CA PROJECT NO 62596 0001 <br /> DATE DRILLED 3/24/98 - LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> DRILLING COMPANY V&W DRILLIN9,,,tN,4 DRILLER ROBERT VICKERY -__ _ METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 60 FT DEPTH TO WATER INITIAL __ 26 FT STATIC N/A FT <br /> CASING TYPE N/A DIAMETER N/A IN SCHEDULE N/A INTERVAL ._ N/A FT TO - N/A FT <br /> SCREEN TYPE N/A DIAMETER N A IM SLOT SIZE N/A IN INTERVAL NIA FT TO _NLA FT <br /> FILTER PACK TYPE N/A INTERVAL N/A FT TO -- N/A E7 <br /> SURFACE SEAL TYPE ALA - - ---- - -- INTERVAL N/A �FT TO N/A FT <br /> ' COMMENTS PAGE I OF__Z__ <br /> WELL DEPTH PID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> ' 0-3" ASPHALT OVER CONCRETE <br /> 2 <br /> 4 SP <br /> 1 4 8 3"-6 5/10 O' POORLY GRADED SAND (SP) >95% FINE-MEDIUM, POORLY GRADE <br /> 10 SAND <5% FINES, MODERATE YELLOW BROWN NO PRODUCT ODOR <br /> ' b 10 NO ORGANICS, DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 8 <br /> ' 10 1 4 3 <br /> 4 GW 6 5/10 0-115/15 0' WELL GRADED GRAVEL (GW) FINE-COARSE WELL GRADED GRAVEL <br /> 4 NO FINES ANGULAR TO SLIGHTLY ROUNDED DUSKY BROWN NO <br /> ' 12 PRODUCT ODOR ORGANICS, DRY-MOIST, WEAK CEMENTATION <br /> HOMOGENOUS <br /> —14- <br /> 350 <br /> 4350 3 CL <br /> 16 2 <br /> 3 11 5/15 0-16 5/20 0'LEAN CLAY WITH SAND (CL) >15% FINE POORLY GRADED SAND <br /> <85% FINES, NONE-SLOW DILATANCY, LOW TOUGHNESS, <br /> MEDIUM-HIGH PLASTICITY, DUSKY BROWN, MODERATE-STRONG <br /> 1 g PRODUCT ODOR, MOIST WEAK CEMENTATION, HOMOGENOUS <br /> 20 50 5 <br /> 5 ML <br /> 9 16 5/20 G--21 5/25 0'SANDY SILT (ML) 40% FINE SAND 60% FINES SLOW <br /> 22 DILATANCY, LOW TOUGHNESS, LOW PLASTICITY DUSKY BROWN, <br /> STRONG PRODUCT ODOR, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> ' 24 <br /> 5008 5 <br /> ' 26 6 SP <br /> 8 21 5/25 0-265-30 0'POORLY GRADED SAND (SP) >957. FINE, POORLY GRADED SAND, <br /> <59 FINES, STRONG PRODUCT ODOR <br /> —28- <br /> 30- <br /> 830 2218 15 SP <br /> 1� 26 5/30 0-31 5/35 D'POORLY GRADED SAND ($P) >957: FINE-MEDIUM, POORLY GRADED <br /> ' 20 SAND, <5% FINES, DARK YELLOW BROWN, MODERATE-STRONG <br /> 32 <br /> PRODUCT ODOR, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 34 <br /> 310 21 <br /> 36 22 <br /> 24 CL 31 5/35 0-41 5/45 0 LEAN CLAY (CL) >5% FINE POORLY GRADED SAND <957. FINES, <br /> NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM-HIGH PLASTICITY <br /> MODERATE YELLOW BROWN, DRY-MOIST, HOMOGENOUS <br /> 38 <br /> ' 40 <br />
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