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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 /> 1 <br /> AWCASSOCIATES INC. LOG OF WELL DP3 i <br /> 1111 I=Pum k 99 It WA Caii*ml <br /> PROJECT GLOVER PRQPERTY LOCATION 7675 WEST ELEVENTH ST. TRACY. CA PROJECT NO. 54-17861.0001_ i <br /> DATE DRILLED _09/01109 LOGGED BY—JOHN SELLMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> DRILLING COMPANY RSI 013111 ING DRILLER AIRGE MO AI ES METHOD HOI I OW STEM At IGER <br /> BORE HOLE DIAMETER 10 IN DEPTH DRILLED 26.5 FT DEPTH TO WATER - INITIAL 11 FT STATIC - FT <br /> CASING TYPE PVC DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO 10 FL <br /> SCREEN TYPE PVC DIAMETER 4 1N SLOT SIZE 0-010 IN INTERVAL 5 FT TO 25 FT <br /> FILTER PACK TYPE x117 SAND INTERVAL _ 3 FT TO 25 FT j <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE - INTERVAL 0 FT TO 3 FT <br /> COMMENTS: PAGE 1 OF-!- <br /> WELL <br /> F3WELL DEPTH PID SAMPLE ID LITHOLOGIC <br /> DESCRIPTION <br /> DETAIL FT. PPM 6LOWCOUNT LOG <br /> 0-6' — CONCRETE <br /> TOP i FT. FILL <br /> :I{ 2 <br /> i <br /> 4 <br /> -' 10 CH 2/5-6.5/10' CLAY (CH); GRAY (STAINED); STIFF; DRY. NO ODOR; 100% <br /> 6 433 16 FINES; HIGH PLASTICITY; NO CEMENTATION; <br /> 8 <br /> -10- <br /> 2I <br /> 5 SMSILTY SAND (SM); GRAY; 60% SAND: 40% FINES; FINE <br /> �n 9 A/10-25.8' GRAINED SAND; MOIST; MEDIUM DENSE; POORLY GRADED: j <br /> —_ 12 457 LOW PLASTICITY; NO CEMENTATION <br /> _ i <br /> 3 <br /> — 14 <br /> I <br /> ° MEDIUM TO FINE <br /> SP SAND (SP); DARK BROWN; 100% SAND; <br /> 16 j <br /> tg GRAINED SAND; WET; MEDIUM DENSE; POORLY GRADED; <br /> 1.4 NO ODOR; NON PLASTIC; NO CEMENTATION <br /> — 18 <br /> —20- 5 <br /> 1.7 70 SW SAND (SW); 10% GRAVEL; MEDIUM TO FINE GRAINED <br /> 10 SUBANGULAR GRAVELS; 90% SAND; COARSE TO FINE <br /> 22 GRAINED SAND; BROWN; WET; MEDIUM DENSE; WELL <br /> GRADED; NO ODOR; NON PLASTIC; NO CEMENTATION <br /> —24- <br /> 2 <br /> 42 <br /> 26 1.7 4 CH 25.8'-26.5' CLAY (CH); BROWN; WET; STIFF; 100% FINES; POORLY <br /> 6 GRADED; NO ODOR; HIGH PLASTICITY; NO CEMENTATION <br /> —28- <br /> -30- <br /> -32- <br /> -34- <br /> -36- <br /> -38- <br /> -40 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> 42 <br />
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