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FIELD DOCUMENTS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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ELEVENTH
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7675
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3500 - Local Oversight Program
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PR0544802
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Last modified
11/19/2024 10:19:47 AM
Creation date
9/4/2019 11:28:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544802
PE
3528
FACILITY_ID
FA0005153
FACILITY_NAME
FAYETTE MANUFACTURING CORP
STREET_NUMBER
7675
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014012
CURRENT_STATUS
02
SITE_LOCATION
7675 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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i <br /> C <br /> r <br /> / ASSOCIATES INC. <br /> 1117[we PHm IA Se It Yada10.C*wi;Ml LOG OF WELL AS 1 I <br /> PROJECT GLOVER PROPERTY LOCATION 7675 WEST ELEVENTH ST. TRACY. CA PROJECT NO. 54.17861.0001 <br /> DATE DRILLED 09102,109 LOGGED BY JOHN RFI IMAN REVIEWED BY JEANNE HOMS_EY C47410__ I <br /> DRILLING COMPANY Rel ORII I ING. DRILLER JORGE MORAI ES METHOD HOI I OW STEM AUGER I <br /> BORE HOLE DIAMETER 10 IN DEPTH DRILLED 26.5 FT DEPTH TO WATER INITIAL 11 . FT STATIC FT l <br /> CASING TYPE PVC _ DIAMETER 2 IN. SCHEDULE 80 INTERVAL 0 FT TO 70 FT {4 <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL 20 ET TO 75 FT I <br /> FILTER PACK TYPE .. 13 RAND INTERVAL 3 FT_ TO 20 FT <br /> t <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 ET TO 3 FT I <br /> COMMENTS: PAGE 1 OF—!— <br /> WELL <br /> FtWELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-6" — ASPHALT 1 <br /> TOP 1 FT. FILL I <br /> 2 <br /> i <br /> 4 <br /> f <br /> 3 2"/5-6.5/10' CLAY (CH); DARK BROWN; STIFF; DRY; HIGH PLASTICITY; <br /> 8 f <br /> 6 4.8 3 CH NO CEMENTATION <br /> 8 \ I <br /> 10 3 <br /> 4 CLSILTY CLAY (CL); MOIST; BROWN; 100% FINES; NO ODOR <br /> g A/10-11.5/15' NOTED; MEDIUM STIFF; MEDIUM PLASTICITY; NO <br /> 12 0.9 CEMENTATION <br /> i <br /> f <br /> 14 I <br /> I <br /> 0.6 5 SW 11.5/15-25.3 SAND (SW); BROWN; 100% SAND; COARSE TO FINE I <br /> 16 10 GRAINED SAND; WET; MEDIUM DENSE; POORLY GRADED; <br /> NO ODOR; NON PLASTIC; NO CEMENTATION <br /> 18 <br /> I <br /> —•tY; <br /> —20- 0.9 7 3 <br /> s SW SAND (SW); 5% GRAVEL; MEDIUM TO FINE GRAINED <br /> 2p SUBANGULAR GRAVELS; 95% SAND; COARSE TO FINE <br /> GRAINED SAND; BROWN; WET; MEDIUM DENSE; WELL <br /> =f: GRADED; NO ODOR; NON PLASTIC; NO CEMENTATION 1 <br /> ` 24 <br /> g CLAY (CH); BROWN; WET; MEDIUM STIFF; 100% FINES; <br /> :,:•. 26 0.7 CL 25.3'-26.5' <br /> 6 POORLY GRADED; NO ODOR; MEDIUM PLASTICITY; NO <br /> ''�"•�' CEMENTATION � <br /> —28- <br /> 30 <br /> 830 <br /> —32- <br /> 34 <br /> 234 <br /> 36- <br /> -38- <br /> 40- <br /> 42 <br /> 6384042 <br />
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