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FIELD DOCUMENTS_FILE 2
EnvironmentalHealth
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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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FIELD DOCUMENTS_FILE 2
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Last modified
2/6/2020 11:29:12 AM
Creation date
2/6/2020 10:08:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 2
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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1 <br /> ASSOCIATES INC <br /> 1211G 0Onx, VodekCaBm9S1S1 LOG OF WELL MW4 <br /> PROJECT FARMER PROPERTY LOCATION 610 NORTH HUNTER STREET STOCKTON CA PROJECT NO 62596,0001 <br /> p DATE DRILLED 3-24-98 LOGGED BY TOM IIITTERMAN REVIEWED BY .JEANNE HOMSFY C47410 <br /> S DRILLING COMPANY V&W_ DRII I ING INC_ DRILLER TARRY DIRRI F METHOD HOH OW STEM AIDER <br /> ' BORE HOLE DIAMETER a IN DEPTH DRILLED 41 FT DEPTH TO WATER INITIAL - 25 FT STATIC 22.3 EL <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 SRI SUPREME qAND NO R INTERVAL 19 FT TO 41 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER RENTONITE INTERVAL 0 FT TO 19 FT <br /> COMMENTS P10 RACKQROUND READINGS O - 4 nnm PAGE 1. OF� <br /> WELL DEPTH PID UTHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-5' — Asphalt <br /> 2 <br /> ' 3' - 11 5/15 0 LEAN CLAY WITH SAND (CL) <25% FINE POORLY <br /> 4 GRADED SAND >759 FINES MEDIUM—HIGH DRY STRENGTH <br /> CL MODERATE DARK YELLOW BROWN NO PRODUCT ODOR NO <br /> 4 ORGANICS MOIST WEAK CEMENTATION HOMOGENEOUS <br /> 6 06 4 <br /> ' 8 7 <br /> ' 10 DO 5 <br /> 150 <br /> 13 <br /> ' 12 <br /> 1d <br /> e SP-SM <br /> 16 29 s <br /> 11 5/15 0-18 5/20 O'POORLY GRADED SAND WITH SILT (SP-SM) 90% FINE <br /> O \ m oilPOORLY GRADED SAND 10% FINES DARK YELLOW BROWN, <br /> ' 11:01 18 NO PRODUCT ODOR, ORGANICS MOIST WEAK CEMENTATION <br /> HOMOGENOUS <br /> 20 <br /> 29 9 SM 16 5/20 0-21 5/25 O' SILTY SAND (SM) >85% FINE POORLY GRADED SAND <br /> 14 < 15% FINES DUSKY YELLOWISH BROWN NO PRODUCT <br /> 22 ODOR NO ORGANICS MOIST WEAK CEMENTATION <br /> HOMOGENOUS <br /> ' = -24 - <br /> 29 <br /> 2429 FP-MW4-3 5 Q. <br /> _ 3 <br /> 26 b <br /> 74 <br /> 28 <br /> 30 29 1 <br /> 16 SP <br /> 21 5/25 0-36 5-40 0 POORLY GRADED SAND (SP) >90% MEDIUM POORLY <br /> 32 GRADED SAND > 10% FINES DUSKY YELLOW BROWN, <br /> t = NO PRODUCT ODOR NO ORGANICS WET WEAK <br /> CEMENTATION HOMOGENOUS <br /> 34 <br /> — _ FP-MW4-355 <br /> _ 26 <br /> 29 36 <br /> 42 <br /> ' = 65/400- 41 D LEAN CLAY (CL) <5% FINE POORLY GRADED SAND <br /> 7 = 1 38 >95% FINES HIGH DRY STRENGTH NO <br /> DILATANCY MEDIUMDIUM TOUGHNESS MEDIUM PLASTICITY <br /> DARK GREENISH GRAY NO PRODUCT ODOR NO ORGANICS <br /> 40 29 20 CL MOIST, WEAK CEMENTATION HOMOGENOUS <br /> I SO <br /> 42 <br />
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